2018 Code Conforming Wood Design 1

About the American Wood Council The American Wood Council (AWC) is the voice of North American traditional and engineered wood products. AWC develops state-of-the-art engineering data, technology, and standards on structural wood products for use by design professionals, building officials, and wood products manufacturers to assure the safe and efficient design and use of wood structural components. AWC also provides technical, legal, and economic information on wood design, green building, and manufacturing environmental regulations advocating for balanced government policies that sustain the wood products industry.

Headquarters: 222 Catoctin Circle, SE, Suite 201, Leesburg, VA 20175 District Offices: Santa Rosa, CA; Colorado Springs, CO; Dane, WI; Rock Hill, SC; West Grove, PA 202-463-2766 www.awc.org

About the International Code Council The International Code Council is a member-focused association. It is dedicated to developing model codes and standards used in the design, build and compliance process to construct safe, sustainable, affordable and resilient structures. Most US communities and many global markets choose the International Codes. ICC Evaluation Service (ICC-ES) is the industry leader in performing technical evaluations for code compliance fostering safe and sustainable design and construction. Governmental Affairs Office: 500 New Jersey Avenue, NW, 6th Floor, Washington, DC 20001 Regional Offices: Eastern Regional Office (BIR), Central Regional Office (CH), Western Regional Office (LA) 888-ICC-SAFE (888-422-7233) www.iccsafe.org

Updates and Errata While every effort has been made to ensure the accuracy of the information presented, and special effort has been made to align the information presented with the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this publication. Those using this document assume all liability from its use. Updates or errata are posted to the American Wood Council website at www.awc.org. Tech- nical inquiries may be addressed to [email protected].

American Wood Council International Code Council 2 2018 Code Conforming Wood Design

2018 Code Conforming Wood Design Introduction Wood construction offers distinct design options typically not found in a single structural material. It is inexpensive, readily available, easy to work with, strong and adaptable. The economic, environmental and energy efficiency advantages account for more buildings being constructed of wood than any other structural material. The intent of this book is to summarize the allowable wood use in buildings in accordance with the International Code Council (ICC) 2018 International Building Code® (IBC®). Emphasis will be placed on the design flexibilities permitted for wood in commercial construction. This is not meant to be a replacement for the IBC and does not encompass all of the design options in the IBC. The IBC, along with any local amendments, should always be consulted for applicable specific requirements related to designs and site conditions. Table of Contents 1. General Information 2. Type of Construction 3. Allowable Heights and Areas for Type V, IV and III Construction 4. Establishing Fire Resistance 5. Wood Use in “Noncombustible” Construction 6. Wood Features 7. Structural Considerations 8. Precautions during Construction 9. Resources 10. Building Area Tables 1. General Information Use and Occupancy Classification Building code requirements are dependent on the appropriate classification of the building or structure for its design purpose or current occupancy. Eight occupancy classifications are discussed in this book: • Group A, Assembly • Group B, Business • Group E, Educational •Group F, Factory/Industrial • Group I, Institutional • Group M, Mercantile • Group R, Residential • Group S, Storage The occupancies are described below, but when a structure is proposed for a purpose that is not specifically listed, it should be classified in the group that the occupancy most nearly resem- bles in accordance with Section 302.1. The authority having jurisdiction, the building official, has the ultimate responsibility for rendering interpretations of the code, including designation of the type of occupancy. Group H (Hazardous) and Group U (Utility and Miscellaneous) occupancies also may be of wood construction but are beyond the scope of this book.

American Wood Council International Code Council 2018 Code Conforming Wood Design 3

Assembly Occupancies The IBC lists Assembly (Group A) occupancies in Section 303. Group A occupancies are divided into five subcategories. Group A-1 includes fixed seating occupancies for viewing performing arts, television studios with audience seating, and motion pictures. Group A-2 includes buildings in which food and drink consumption occurs (e.g., restaurants, banquet halls, casinos, bars and nightclubs); Group A-3 Figure 1: Auditorium includes places of religious worship, waiting areas in terminals, recre- ation, amusement and other assembly uses not included in the other groups; Group A-4 includes indoor viewing of sporting events and activities with spectator seating (e.g., arenas, skating rinks, swimming pools and tennis courts); and Group A-5 includes outdoor grandstands, stadiums and amusement park structures.

Business Occupancies Section 304 describes Business (Group B) occupancies. Group B uses are for office, professional, or service-type transactions, including the storage of records. It is a broad use group that often is cho- sen when a use does not fit another use group description. Group B includes airport traffic control towers, ambulatory care facilities, animal hospitals, kennels and pounds, banks, barber and beauty Figure 2: Office Building shops, car washes, civic administration, outpatient clinics, dry clean- ing and laundry (pick-up and delivery stations and self-service), educational occupancies (above the 12th grade), electronic data processing, testing and research laboratories, food processing establishments not associated with restaurants and dining facilities not more than 2,500 square feet in area, motor vehicle showrooms, post offices, print shops, professional service offices, radio and television stations, telephone exchanges and training and skill development facilities not located in a school. Educational Occupancies The IBC lists Educational (Group E) occupancies in Section 305. Group E includes any buildings or portions of a structure used to educate six or more people through the 12th grade. Buildings or portions of a structure used for supervision, personal care or edu- cation of more than five children, at least 2½ years old, for fewer than 24 hours are also Group E structures. Figure 3: Elementary School

Factory/Industrial Occupancies Section 306 defines Factory/Industrial (Group F) occupancies. Group F is subdivided into two occupancy groups: Group F-1 and Group F-2. Group F-1, moderate hazard industrial, includes buildings or portions of buildings used for the manufacturing of materials that cannot be classified as Group F-2, low hazard industrial. Group F-1 includes the manufacturing of aircraft, appliances, motor vehicles, boats, recreational vehicles, busi- Figure 4: Factory ness machines, photo equipment, construction and agricultural machinery, engines, metals, woodworking and millwork, and food processing establishments

American Wood Council International Code Council 4 2018 Code Conforming Wood Design and commercial kitchens not associated with restaurants and dining facilities and more than 2,500 square feet in area. Group F-1 also includes textile production—canvas, clothing, carpet, hemp, jute and paper—and laundries, printing and publishing, soaps and plastic products, beverages having over 16-percent alcohol content, optical goods, wood working and wood distillation. Group F-2, low hazard industrial occupancies, are buildings and facilities used for beverage production (up to and including 16-percent alcohol), brick, ceramics, glass, gypsum, ice, metal fabrication and assembly and foundries.

Institutional Occupancies The IBC lists Institutional (Group I) occupancies in Section 308. Group I includes four subcategories: Group I-1 includes residential and custodial care for more than 16 people receiving care (24- hour care); Group I-2 includes hospitals, child care facilities (24- hour care), nursing homes and detoxification facilities for more than five people receiving care; Group I-3 includes facilities with Figure 5: Nursing Home five or more people under restraint or security (e.g., jails, deten- tion centers and prisons); and Group I-4 includes day care facilities for more than five adults or children receiving care (less than 24-hour care). Group I-1 through I-3 occupancies are further broken into conditions based upon the occupants’ ability to respond to an emergency.

Mercantile Occupancies Section 309 describes Mercantile (Group M) occupancies. Group M includes department stores, drugstores, greenhouses with display and sale of plants having public access, markets, motor fuel-dispens- ing facilities, retail or wholesale stores and salesrooms. Essentially any place involving display and sale of merchandise is classified as a Group M occupancy. Figure 6: Retail Store Residential Occupancies The IBC lists Residential (Group R) occupancies in Section 310. Group R contains four subcategories. Group R-1 includes hotels, motels and boarding houses; Group R-2 includes apartments, dor- mitories, live/work units, timeshare properties and nontransient hotels, motels and boarding houses. Group R-3 includes single- and two-family dwellings, adult and child day care facilities with less than six occupants receiving care and congregate living facilities— transient (10 or fewer occupants) and nontransient (16 or fewer occupants) and lodging houses (five or fewer guest rooms and 10 or fewer occupants) are classified as Group R-3 or are allowed to be constructed in accordance with the IRC. Group R-4 includes residential care and assisted living facilities for 6 to 16 clients who reside for 24 or more hours. Group R-4 occupancies are further broken into Figure 7: Apartments two conditions: Condition 1 where all occupants are capable of responding to an emergency without assistance and Condition 2 where limited assistance may be necessary for any single occupant.

American Wood Council International Code Council 2018 Code Conforming Wood Design 5

Storage Occupancies Section 311 covers Storage (Group S) occupancies. Group S includes subcategories Group S-1, moderate hazard storage, and Group S-2, low hazard storage. Group S-1 contains buildings occupied for storage uses that are not classified as Group S-2, including aircraft hangars, storage of clothing, cloth, fiber, books, paper, wood, fur, furniture, mattresses, tires, tobacco products, sugar, soap and glue. Group S-1 also includes indoor storage of boats and Figure 8: Parking Garage motor vehicle repair garages that comply with the maximum allowable quantities of hazardous materials. Group S-2 includes buildings used for storage of noncombustible materials such as beverages up to 16-percent alcohol content, cement, chalk, batteries, electric coils and motors, glass, stoves, washers and dryers, metal furniture, metals; and food products in noncombustible containers or fresh fruit in nonplastic containers and frozen foods. Open and enclosed parking garages are also Group S-2 occupancies. Referenced Code and Standards The IBC is developed by the International Code Council. Industry and professional standards are referenced in the IBC to clarify specific code requirements. Chapter 35 of the IBC provides a list of the standards referenced, the agency that writes the standard, the identification and title of the standard, and its effective date. Standards represent consensus on how a material, product or assembly is to be designed, manufactured, tested or installed so it achieves a specified level of performance. Several key standards relating to design of wood structures are utilized by the IBC. Specifically, the 2018 IBC references the American Wood Council (AWC) 2018 National Design Specification® (NDS-18®) for Wood Con- struction, the AWC SDPWS-15, 2018 Special Design Provisions for Wind and Seis- mic, and the 2018 Wood Frame Construction Manual (WFCM) for One- and Two- Family Dwellings. The NDS details structural and fire design methods for the use of lumber, timber, prefabricated wood I-joists, structural composite lumber, wood structural panels and cross-laminated timber, using either Allowable Stress Design (ASD) or Load and Resistance Factor Design (LRFD). The SDPWS addresses materials, design and construction of wood members, fasteners and assemblies used to resist wind and seismic forces. The WFCM includes design and construction provisions for connections, wall systems, floor systems, and roof systems. A range of structural elements is also covered, including sawn lum- Figure 9: NDS, ber, structural glued laminated timber, wood structural sheathing, I-joists, and SDPWS and trusses. WFCM Section 9 of this book, Resources, provides information on how to obtain these standards and other related materials.

American Wood Council International Code Council 6 2018 Code Conforming Wood Design

2. Type of Construction Chapter 6 of the IBC defines types of construction, with wood frame construction typically found in Type V, IV and III. Additionally, the IBC has specific applications that permit the use of wood in construction in Type I and II. These circumstances will be addressed in Sections 5 and 6 of this book.

Type V Construction Type V construction permits the use of wood or other approved materials for structural elements, including structural frame members, bearing walls, floor and roof construction, as well as nonbearing elements such as exterior walls and interior partitions. Type V construction is further defined as Type VA (all interior and exterior load-bearing walls, floors, roofs and all structural members are designed or protected to provide a Figure 10: Type V Construction minimum 1-hour fire-resistance rating) and Type VB (no fire- resistance rating is required). Type IV Construction Type IV construction (Heavy Timber, HT) has exterior walls made of noncombustible materials, fire-retardant-treated wood (FRTW), or cross-laminated timber (CLT) protected in accordance with Section 602.4.2. Interior building elements must be of solid or laminated wood without concealed spaces (for partitions, see below). Columns supporting roof and ceiling loads must be a minimum nominal dimension of 6 inches by 8 inches and 8 inches by 8 inches if supporting floor loads. Floor Figure 11: Type IV Construction beams and girders must be a minimum nominal dimension of 6 inches by 10 inches, and roof beams and girders must be a minimum nominal dimension of 4 inches by 6 inches. Flooring must be a minimum nominal 3-inch thickness covered with 1-inch nominal dimension tongue-and-groove flooring or 4-inch-thick cross-laminated timber (CLT). 1 Roof decking must be a minimum nominal 2-inch thickness, 1 /8-inch-thick wood structural panels, or 3-inch-thick CLT. Partitions must be 1-hour fire-resistance-rated construction or a minimum two layers of 1-inch nominal board or laminated construction 4 inches thick.

Type III Construction Type III construction requires exterior walls to be noncombustible material or FRTW having a minimum 2-hour fire-resistance rating. All of the other building elements are permitted to be wood or other approved materials. Type IIIA construction needs to provide a minimum 1-hour fire-resistance rating for all building elements other than nonbearing walls, and Type IIIB construction does not require any fire-resistance rating other than the exterior load-bearing wall. Figure 12: Type III Construction

American Wood Council International Code Council 2018 Code Conforming Wood Design 7

Type I and II Construction Type I and II construction requires building elements to be of noncombustible materials. Sections 5 and 6 of this book outline circumstances where wood is permitted in Type I and II buildings.

3. Allowable Heights and Areas for Type V, IV and III Construction When the first edition (2000) of the IBC was published, wood buildings were allowed to have areas and heights commen- surate with the largest buildings permitted for each construction type under at least one of the regional legacy codes. Since then, allowable building sizes have not changed significantly, although the number of buildings that qualify for unlimited area under the special provisions of Section 507 has expanded. In addition, special allowances for various building features, such as sprinklers or the use of fire-retardant-treated wood (FRTW), continue to be added. As a result, size thresholds for wood structures have more often been determined by struc- Figure 13: Type I Construction tural considerations than by code limitations. But this is changing. The 2015 IBC was the first edition to recognize new mass timber products such as CLT and other advanced engineered wood products. Because of the structural capabilities of mass timber, wood design is better able to take advantage of the generous building sizes permitted by the IBC. Greater building heights, commercial loads, and long clear spans are now more feasible, allowing the full environmental, economic, and aesthetic benefits of designing in wood to be available for more buildings. Accordingly, ICC appointed an Ad Hoc Committee on Tall Wood Buildings in 2015 to explore the science of mass timber buildings and make appropriate recommendations for the code. The committee’s recommendations were approved in the 2018 code change cycle, and therefore the 2021 edition of the IBC will contain new Type IV mass timber construction types with new provisions allowing substantially increased building height and size for Type IV mass timber buildings. In the 2018 IBC, general building height and area allowances are given in Chapter 5 of the IBC. Limitations are shown in IBC Tables 504.3, 504.4 and 506.2 for height, number of stories, and per story area, respectively. Excerpts of the tables are shown in Figure 14. These values are unmodi- fied by the frontage increase, as explained in this section.

American Wood Council International Code Council 8 2018 Code Conforming Wood Design

Type of Construction Occupancy Classification Type III Type IV Type V A B HT A B NS 65 55 65 50 40 A, B, E, F, M, S, U S8575857060 NS 65 55 65 50 40 I-1 Condition 1, I-3 S8575857060 NS I-1 Condition 2, I-2 65 55 65 50 40 S NS 65 55 65 50 40 I-4 S8575857060 Building Height Height Building (Ft above Grade) above (Ft NS 65 55 65 50 40

TABLE 504.3: Allowable Allowable 504.3: TABLE R S13R 60 60 60 60 60 S8575857060 NS 3 2 3 2 1 A-1, A-2, A-3, A-4 S 4 3 4 3 2 NS 5 3 5 3 2 B S 6 4 6 4 3 NS 3 2 3 1 1 E S 4 3 4 2 2 NS 4 2 4 3 1 M S 5 3 5 4 2 NS 4 3 4 4 2 S-2 S 5 4 5 5 3 NS 3 2 4 4 4 R-1 S13R 4 3 of Stories above Grade above of Stories S 5 5 5 4 3

TABLE 504.4: Allowable Number Number Allowable 504.4: TABLE NS 3 2 4 4 4 R-2 S13R 4 3 S 5 5 5 4 3 NS 14,000 9,500 15,000 11,500 6,000 A-2, A-3 S1 56,000 38,000 60,000 46,000 24,000 SM 42,000 28,500 45,000 34,500 18,000 NS 28,500 19,000 36,000 18,000 9,000 B S1 114,000 76,000 144,000 72,000 36,000 SM 85,500 57,000 108,000 54,000 27,000 NS 23,500 14,500 25,500 18,500 9,500 E S1 94,000 58,000 102,000 74,000 38,000 SM 70,500 43,500 76,500 55,500 28,500 NS 18,500 12,500 20,500 14,000 9,000 M S1 74,000 50,000 82,000 56,000 36,000 SM 55,500 37,500 61,500 42,000 27,000 NS 39,000 26,000 38,500 21,000 13,500 S-2 S1 156,000 104,000 154,000 84,000 54,000 SM 117,000 78,000 115,500 63,000 40,500

TABLE 506.2: Allowable Area Factor Area 506.2: Allowable TABLE NS 24,000 16,000 20,500 12,000 7,000 S13R R-1, R-2 S1 96,000 64,000 82,000 48,000 28,000 SM 72,000 48,000 61,500 36,000 21,000 NS - nonsprinklered S - sprinklered (NFPA 13 System) S13R - sprinklered NFPA 13R requirements (NFPA 13R System) S1 - single-story sprinklered building (NFPA 13 System) SM - multistory sprinklered building (NFPA 13 System) Figure 14: Table 504.3, 504.4 and 506.2 Excerpts American Wood Council International Code Council 2018 Code Conforming Wood Design 9

The maximum height and area of a structure is dependent on the occupancy classification and the presence of an automatic sprinkler system, as tabulated in Tables 504.3, 504.4, and 506.2. Addi- tional increases may be granted depending on the building location on the lot or using some of the design options recognized in Chapter 5. Upper limits for the size of certain occupancies without sprinklers are located in Chapter 9. These increases and limits are discussed in detail in this section.

Allowable Building Area Equation 5-1 establishes the maximum allowable floor area for a single-occupancy building with no more than one story above grade plane. Equation 5-2 establishes the maximum allowable floor area of a single-occupancy building with more than one story above grade plane, and simply includes the additional factor, Sa, as defined below.

Aa = At + (NS  If) (Equation 5-1)

Aa = [At + (NS  If)]  Sa (Equation 5-2) where:

Aa = Allowable building area (square feet).

At = Tabular allowable area factor (NS, S1, S13R or SM value, as applicable) in accordance with Table 506.2 (square feet). NS = Tabular allowable area factor in accordance with Table 506.2 for a nonsprinklered building (regardless of whether the building is sprinklered).

If = Area factor increase due to frontage (percent) as calculated in accordance with Sec- tion 506.3.

Sa = Actual number of building stories above grade plane, not to exceed three. For buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.2, use the actual number of building stories above grade plane, not to exceed four. Allowable Increases for Frontage Buildings adjacent to open space adjoining a public way with the exterior wall a minimum of 20 feet from the lot line, or the far edge of the public way for more than 25 percent of the building perimeter, may increase the allowable floor area from Table 506.2 using Equations 5-1 and 5-2. The area factor increase based on frontage is calculated using Equation 5-5.

If = [F / P – 0.25] W / 30 (Equation 5-5)

where:

If = Area factor increase due to frontage. F = Building perimeter that fronts on a public way or open space having 20 feet open minimum width (feet). P = Perimeter of entire building (feet). W = Width of public way or open space (feet) in accordance with Section 506.3.2.

American Wood Council International Code Council 10 2018 Code Conforming Wood Design

A weighted average frontage width (W) is used when W varies along the perimeter. W is the open space width plus the width of the public way, if applicable, and widths greater than 30 feet will only receive credit for a value of 30 feet in accordance with Section 506.3.2. The maximum increase that can be obtained for frontage would occur when 100 percent of the perimeter has frontage of 30 feet or more and would result in a 75-percent floor area increase.

Weighted Average Section 506.3.2 allows the use of a weighted average to calculate the frontage width around a building. Figure 15 illustrates the use of the weighted average equation. Note that this equation is only used for open space widths greater than or equal to 20 feet. Open space widths greater than 30 feet are reduced to 30 feet before calculating a weighted average.

Weighted average W = (L1  w1 + L2  w2 + L3  w3...) / F (Equation 5-4)

where:

Ln = Length of a portion of the exterior perimeter wall (feet).

wn =Width ( 20 feet) of open space associated with that portion of the exterior perimeter wall (feet). F = Building perimeter that CL Public way fronts on a public way or Measurement open space having a width of at 90° from Interior lot lines 20 feet or more (feet). building face Lot lines W Length of Walls: 1 Wall 1 L1, L2, L3 and L4 = 200 ft W4 Frontage Width: Wall 4 Wall 2 Wall W2 w1 = 22 ft w3 = 55 ft Wall 3 Public ways w2 = 45 ft w4 = 50 ft W3

F = 200 x 4 = 800 ft Lot lines CL Public way

For w2, w3, and w4, use the maximum 30-foot width in the weighted average Figure 15: Open Space Width equation.

L  w + L  w + L  w + L  w W = ------1 1 2 2 3 ------3 4 4 (Equation 5-4) F

 +  +  +  W = ------200 22 200 30 200------30 200 30-= 28 ft 800

American Wood Council International Code Council 2018 Code Conforming Wood Design 11

Frontage Increase Calculation: The frontage calculation determines the additional allowable increase in area due to open space around the building. Figure 16 illustrates the frontage increase concept for a nonsprinklered two-story restaurant of Type IIIA construction. Given:

– Two-story restaurant Interior Lot Lines – Type IIIA construction – Street width of 22 feet L = 120 ft, w = 15 ft Determine: L = 180 ft – Maximum allowable building area L = 180 ft, w = 30 ft + 22 ft = 52 ft Solution: w = 25 ft Length of Walls:

L = 120 ft, L1 = 120 ft L3 = 120 ft w = 10 ft + 22 ft = 32 ft

L2 = 180 ft L4 = 180 ft

Frontage Width: Lot Lines C Public Way (Note: Public way width is 22 ft) L 22 ft w1 = 15 ft w3 = 10 + 22 = 32 ft Street Width

w2 = 25 ft w4 = 30 + 22 = 52 ft Figure 16: Frontage Increase Calculation For w1, the open space width is less than 20 feet; this side of the building

is not included in the frontage calculations. For w3 and w4, use w = 30 feet (maximum) in the weighted average in accordance with Section 506.3.2. Frontage Length:

F = L2 + L3 + L4 = 180 + 120 + 180 = 480 ft L  w + L  w + L  w + L  w W = ------1 1 2 2 3 ------3 4 4 (Equation 5-4) F 0+ 180 25+ 120 30+ 180 30 W = ------= 28 ft 480

At = NS = 14,000 sq ft

If = (F/P – 0.25)  W/30 (Equation 5-5)

If = [(480 / 600) – 0.25]  28 / 30 = 0.51

Sa = 2 stories

Aa = [At + (NS × If)] × Sa (Equation 5-2)

Aa = [14,000 + (14,000 × 0.51)] × 2 = 42,280 square feet maximum building area; the maximum allowable area per floor is 21,140 square feet.

American Wood Council International Code Council 12 2018 Code Conforming Wood Design

No individual story is permitted to exceed the allowable area as determined by Equation 5-2 using the value of Sa = 1. Assuming a smooth rectangular building, both individual story areas (21,600 ft2) as well as the total building area (43,200 ft2) exceed those permitted for a sprinklered building (21,140 ft2 and 42,280 ft2, respectively). This example assumed a nonsprinklered building, but it is worth noting that a Group A-2 above the level of exit discharge, or having a fire area exceeding 5,000 sq. ft., or having an occupant load of 100 or more, requires sprinklers in accordance with Section 903.2.1.2, as explained in the next section. The actual areas of the first and second story are larger than the allowed maximum area per story. Possible solutions for this issue include: changing the construction type, subdividing the area with fire walls, moving the building on the lot, providing a sprinkler system, or reducing the building area. For a building otherwise qualifying as an unlimited area building in accordance with Section 507 that does not have the required 60 feet of fire separation at all perimeter locations but has at least 30 feet of separation all around, the value of W/30 can be taken up to 2, in accordance with the exception in Section 506.3.2. The result would be nearly a 150-percent floor area increase. In this case, the value W is not limited to 30 feet, but 60 feet.

Allowable Increases for Automatic Sprinkler Systems When a building is equipped throughout with an NFPA 13-compliant automatic sprinkler system, the allowable floor area per story is permitted to be increased by 300 percent for a one- story building and 200 percent for a multistory building, as Table 506.2 shows. In addition to the area increase, Section 504 also permits the building heights to be increased by 20 feet and the number of stories above grade plane to be increased by one story, as shown in Tables 504.3 and 504.4, respectively. This applies to all occupancies addressed in this book, except Group I-2 and Group I-1 Condition 2 occupancies, which are not allowed the increase of a story when an automatic sprinkler system is installed. For Group R buildings, a similar height increase (but no area increase) is given for the use of NFPA 13R-compliant systems: up to 60 feet and four stories in accordance with Section 504.3. Figure 17 illustrates the combined effect of frontage and automatic sprinkler systems on the allowable area calculation. 100′ 60′ Given: Single-story Type VB grade school 250′ Provided with an NFPA 13-compliant automatic sprinkler system throughout 40′ and located on lot as shown. Figure 17: Allowable Building Area Calculation Determine: Maximum allowable building area Solution: NS = 9,500 (Table 506.2) Frontage Increase (Section 506.3)

If = (F/P – 0.25)  W/30 (Equation 5-5)

If = [(350 / 700) – 0.25]30 / 30 = 0.25 (where W > 30, use 30) Note: The weighted average calculation was not needed in this example.

American Wood Council International Code Council 2018 Code Conforming Wood Design 13

At = 38,000 (due to the sprinkler increase) (Table 506.2) Total Allowable area (Section 506.2.1)

Aa = At + (NS If  (Equation 5-1)

Aa = 38,000 + (9,5000.25) = 40,375 square feet maximum allowable building area Actual area = 250100 = 25,000 square feet  OK Area Limits for Nonsprinklered Buildings in Chapter 9 Many occupancies have floor area limits allowed by Chapter 5 that are greater than fire areas permitted in Chapter 9 for nonsprinklered buildings. The same thresholds apply to all construction types, not just wood. The allowable area per story can exceed allowable fire areas and a sprinkler system may be required. If sprinklers are provided, allowable area increases for both sprinklers and open frontage, if applicable, may be taken. Alternatively, fire areas may be kept below sprinkler thresholds by compartmentalizing floor areas with fire-resistance-rated construction in accordance with the definition of “Fire Area” and the requirements of Chapter 7. For several occupancies covered in this book, the requirement for sprinklers can also be triggered by specific use, height above grade or occupant load. Sprinklers offer a substantial increase to life safety, which is well documented and merits the consideration of designers for that reason alone. But their advantages can also be economic. The code offers considerable trade-offs for providing sprinklers, including: • Reductions in corridor ratings and corridor opening protection, • Flexibility in means of egress (travel distance to exits, number and separation of exits, common path of travel), • Reductions in dwelling unit separations, • Alternative to emergency escape openings, • Alternative to certain fire and smoke damper requirements, and • Interior finish flexibility. For these reasons, the addition of sprinklers should always be considered in the overall cost analysis for any project. Maximum Building Area Tables The tables at the end of this book illustrate the allowable area and height increases permitted for individual occupancies. • Tables 1, 3, 5, 7, 9, 12 and 17 list nonsprinklered maximum building area per story for each occupancy. • Tables 2, 4, 6, 8, 11, 13, 16 and 18 list NFPA 13-compliant sprinklered maximum building area per story for each occupancy. • Tables 10 and 15 list NFPA 13R-compliant sprinklered maximum building area per story for Group I and R occupancies. • Table 14 lists NFPA 13D-compliant sprinklered maximum building area per story for Group R occupancies.

American Wood Council International Code Council 14 2018 Code Conforming Wood Design

Total Building Area Limit Single Occupancy Ignoring any frontage increases, a single occupancy building with three or more stories above grade has a total building area of the allowable building area per story found in Table 506.2 multiplied by three in accordance with Section 506.2.3. Therefore, buildings with four or more stories of the same floor area will have smaller maximum areas per floor than a three-story building of the same type of construction and occupancy. For two-story buildings, the total building area is the maximum allowable building area per story found in Table 506.2 multiplied by two. The maximum area of any story above grade cannot exceed the allowable area (Aa) as determined by

Equation 5-2 using the value of Sa = 1. A single basement is not included in the total allowable building area in accordance with Section 506.1.3.

The actual building area for all stories added together must not exceed the total allowable building area. 1-Story Building Total Allowable Building Area

Aa = At + (NS × If) 2-Story Building Total Allowable Building Area

Aa = [At + (NS × If)] × Sa

where Sa = 2 3 and 3+ Story Building Total Allowable Building Area

Aa = [At + (NS × If)] × Sa

where Sa = 3 where:

Aa = allowable building area

At = tabular allowable area

Sa = Actual number of building stories above grade plane, not to exceed three The maximum allowable building area for residential buildings provided throughout with an NFPA 13R-compliant automatic sprinkler system is determined by multiplying the allowable

building area per story (At), as determined in Table 506.2, by the number of stories above grade plane in accordance with Section 506.2.3 up to four stories in accordance with the scope of the NFPA 13R standard. Figure 18: Maximum Building Area Note that use of NFPA 13R means there is no automatic sprinkler area increase as shown in

American Wood Council International Code Council 2018 Code Conforming Wood Design 15

Table 506.2. A building area increase can only be applied due to the frontage calculations. The building height increase for Group R structures still applies in accordance with Table 504.3.

Mixed Occupancy Mixed occupancy buildings are permitted a total allowable building area calculated in accordance with Section 508. But a single-story basement does not need to be included in the total allowable building area when the basement does not exceed the area permitted for a single story (see Section 506.1.3). More than one occupancy in a single building can be accommodated by using the allowable area of the most restrictive occupancy (referred to as “nonseparated occupancies” in accordance with Section 508.3). Alternatively, the occupancies can be regulated as “separated occupancies” (Section 508.4) to allow somewhat larger floor areas. This methodology will often mandate separation of the occupancies by fire barriers or horizontal assemblies, or both, in accordance with Table 508.4. The code also accommodates limited area spaces that are accessory to the function of the main occupancy if the restrictions of Section 508.2 are followed. See Sections 506.2.2 and 506.2.4 for additional limits for single- and multistory mixed occupancy buildings. Note that “incidental uses” (as opposed to accessory uses) are covered in Section 509 of the code and always require separation in accordance with Table 509.

Unlimited Area Buildings Buildings of certain uses that meet frontage requirements are permitted to be unlimited in area, as explained in the following sections.

One-Story Buildings—Sprinklered The following unlimited area buildings with a single story above grade plane are permitted if the building is equipped throughout with an NFPA 13-compliant automatic sprinkler system and surrounded on all sides by public ways or yards not less than 60 feet wide. The open frontage can be reduced in some circumstances (Section 507.2.1). Unlimited area Group B, F, M and S buildings of any construction type are permitted with no special restrictions in Section 507.4. Unlimited area Group A-4 buildings of Type IIIA, IIIB and IV construction are permitted by Sec- tion 507.4. For indoor activities such as tennis, swimming, skating and equestrian venues, the sprinkler system is not required in participant areas if exit doors lead directly outside from participant areas; a fire alarm system with manual fire alarm boxes is installed as required by Section 907; and storage rooms, press boxes, concession booths or other ancillary spaces to the sport activity are provided with sprinklers. Unlimited area Group E buildings are permitted by Section 507.11 when of Type IIIA or IV construction and each classroom has two means of egress, with one means of egress a direct exit to the outside of the building complying with Section 1022. Unlimited area Group A-3 buildings of Type III or IV construction, used as a place of religious worship, community hall, dance hall, exhibition hall, gymnasium, lecture hall, indoor swimming pool or tennis court, are permitted by Section 507.7 provided that the building does not have a stage other than a platform, the assembly floor is located within 21 inches of street or grade level and all exits are provided with ramps to the street or grade level. Group A-1 and A-2 occupancies of Type III or IV construction are permitted by Section 507.4.1 in mixed occupancy buildings containing Group B, F, M or S occupancies of unlimited area pro-

American Wood Council International Code Council 16 2018 Code Conforming Wood Design vided that the occupancies are separated as required in Section 508.4.4 with no reduction allowed in the fire-resistance rating of the separation based on the installation of an automatic sprinkler system, each A-1 or A-2 portion of the building does not exceed the maximum allowable area for such occupancy in accordance with Section 503.1, and all exit doors from Group A- 1 and A-2 occupancies must discharge directly to the exterior of the building.

One-Story Buildings—Nonsprinklered Nonsprinklered unlimited area Group F-2 or S-2 buildings, of any construction type, with a single story are permitted by Section 507.3 provided they are surrounded on all sides by public ways or yards not less than 60 feet wide.

Two-Story Buildings—Sprinklered Unlimited area Group B, F, M or S buildings up to two stories above grade plane of any construction type are permitted by Section 507.5 provided they are equipped throughout with an NFPA 13-compliant automatic sprinkler system and are surrounded on all sides by public ways or yards not less than 60 feet wide. Section 507.2.1 allows up to 75 percent of the perimeter open space to be less than 60 feet in width for unlimited area one- and two-story Group B, F, M and S buildings. There must be at least 40 feet provided and the exterior wall and all openings on those portions require 3-hour minimum fire-resistance and fire protection ratings. Allowable Increases with Fire Walls A fire wall is a fire-resistance-rated wall with protected openings that restricts the spread of fire and extends continuously from the foundation to or through the roof and has sufficient structural stability under fire conditions to allow the collapse of construction on either side without collapse of the fire wall. Fire walls built in compliance with Section 706 create separate buildings for the purpose of area limitations and other code-required features. Fire walls separating Group A, B, E, I, R-1 and R-2 occupancies require a 3-hour minimum fire-resistance rating that can be reduced to a 2-hour minimum for Type V construction. Fire walls separating Group F-1, S- 1 and M occupancies require a 3-hour minimum fire-resistance rating with no reduction allow- ance while Group F-2, S-2, R-3 and R-4 occupancies require only a 2-hour minimum fire-resistance rating. Each portion of a building separated by a fire wall is evaluated individually for allowable heights and areas based on the type of construction. Fire walls in Type V construction may be wood frame; in other construction types they must be of noncombustible materials in accordance with Section 706.3. Special Provisions for Stacked Buildings Under specific circumstances, buildings of different types of construction are allowed to be built on top of each other and are commonly referred to as stacked or pedestal buildings. They are only permitted when following the provisions of Section 510. Section 510.2 requires a 3-hour minimum fire-resistance-rated horizontal assembly between the lower and upper buildings including any vertical offsets which are a part of the horizontal assembly and structure supporting such offsets. The lower building must be Type IA construction and sprinklered in accordance with NFPA 13. The upper building’s type of construction and building height in stories are determined as if it did not have a building below, thus permitting all types of construction above the

American Wood Council International Code Council 2018 Code Conforming Wood Design 17

Type IA pedestal. The total height in feet, however, is still limited and measured from grade plane in accordance with Section 510.2, Item 6. Group B, M, R and S occupancies (including Group S-2 open and enclosed parking garages) are permitted in the upper building, subject to the building height and area limitations discussed previously. Multiple Group A occupancies, each with an occupant load of less than 300, are also permitted. The lower building is permitted to be any occupancy except Group H. Type IIIA construction in Groups R-1 and R-2 may be increased above the general limitations of Sections 503 and 504 to six stories and 75 feet where the first floor assembly has a fire-resistance rating of not less than 3 hours and the floor area is subdivided by 2-hour fire-resistance-rated fire walls into areas of not more than 3,000 square feet as provided by Section 510.5. For Group R occupancies, the number of stories of a building with a single-story Group S-2 parking garage of Type I construction or open parking garage of Type IV construction, with grade Figure 19: Pedestal Building entrance, are permitted by Section 510.4 to be measured from the floor above such a parking area. The floor assembly between the parking garage and the Group R above must be the type of construction required for the parking garage, must provide a fire-resistance rating in accordance with Table 508.4 and must comply with the requirements for horizontal assemblies in accordance with Section 711. Section 510.7 contains another alternative with conditions independent of Section 510.2. The upper building height and area are limited as previously discussed and the open parking garage is regulated in Section 406.5 and is permitted to be Type IV construction. The height of the upper building is measured from the grade plane and includes the open parking garage level. See the other conditions listed in Section 510.7 regarding separate means of egress and other protected features if this alternative is used. Lastly, Group S-2 open parking garages above a Group B or M occupancy are allowed in accordance with Section 510.8. Multiple upper buildings may be positioned on a single parking structure complying with Sec- tions 510.2, 510.3 or 510.8 and be treated as separate buildings in accordance with Section 510.9. See the special provisions for the protection of attics in wood frame special occupancy stacked buildings in Section 903.3.1.2.3. Section 903.3.1.2.3 has specific application to construction designed in accordance with Sections 510.2 and 510.4, based on the height of the roof above the lowest level of required fire department vehicle access. 4. Establishing Fire Resistance Table 601 establishes the required fire resistance of building elements (primarily the structural frame, walls, floors and roofs) due to the construction type of the building (e.g., Type IIIA, Type IIIB, Type IV, etc.). Required ratings are given in hours. The exception is Type IV, where the wood structural elements are assumed to have inherent fire resistance due to their required minimum dimensions (no fire-resistance rating is required except for exterior walls).

American Wood Council International Code Council 18 2018 Code Conforming Wood Design

Fire resistance describes the rate at which a building material degrades due to a fire. Resis- tance is based on how fast a material will burn, how rapidly the strength of the member or assembly is affected by the fire and whether the member or assembly can maintain its design strength. Fire resistance of wood members and assemblies may be established by testing in accordance with Section 703.2 or by any one of six means listed in Section 703.3. The most common methods are indicated below.

Tested Assemblies Tested assemblies include wood assemblies that have been tested to the ASTM E119 or UL 263 standard. Using one of these standards, an assembly is typically assigned a 1- or 2-hour fire rating depending on its performance in the fire test(s). Designers choose listed assemblies from various fire-resistance publications or directories, such as the UL Fire Resistance Directory or the Gypsum Association Fire Resistance Design Manual

Prescriptive Assemblies The fire resistance of certain wood assemblies is prescribed in Section 721 based on testing using ASTM E119 or UL 263. Section 703.3 permits the use of other sources, as well. Often used is the AWC publication AWC DCA 3, Fire- Rated Wood Floor and Wall Assemblies, which is available for free to download at www.awc.org/codes-standards/publications/dca3. Calculated Fire Resistance The fire resistance of exposed wood members may be calculated using the provisions of Chapter 16 of the Figure 20: Heavy Timber Member Exposed to Fire National Design Specification® (NDS®) (see Section 722.1). AWC’s Technical Report No. 10 (TR10), Calculating the Fire Resistance of Exposed Wood Mem- bers, contains full details of the NDS method as well as design examples, and it is available for free to download at www.awc.org/codes-standards/publications/tr10. The fire resistance of wood frame assemblies also may be calculated using the provisions of Section 722.6, which is based on the known fire resistance of many tested assemblies. This method is limited to fire-resistance ratings of no more than 1-hour. The information in AWC DCA 4, Component Additive Method (CAM) for Calculating and Demonstrating Assembly Fire Endurance, was the basis for these code provisions. It is available for free to download at www.awc.org/codes-standards/publications/dca4. Figure 21: NDS 5. Wood Use in “Noncombustible” Construction Type I and II construction typically require the use of noncombustible materials. Section 603 specifies 26 applications where combustible materials are permitted without reclassifying the building to a different type of construction. For example, fire-retardant-treated wood walls and roof construction are permitted under certain conditions. Wood blocking is permitted for handrails, millwork, cabinets and window and door frames. Furring or nailing strips used in connection with “set-out” construction are also permitted. Show windows, wooden bulkheads below

American Wood Council International Code Council 2018 Code Conforming Wood Design 19 the window and nailing and furring strips are also permitted to be wood if the window is not more than 15 feet above grade.

Fire-Retardant-Treated Wood There are many applications for fire-retardant-treated wood (FRTW) in Type I and II construction. FRTW is permitted in nonbearing partitions where the fire-resistance rating does not exceed 2 hours, and it may be used in nonbearing exterior walls that do not require a fire-resistance rating. Roof construction, including structural framework, permits FRTW, except for Type IA construction of three stories or more where the lowest roof member is less than 20 feet measured vertically from the upper floor. As mentioned above, FRTW may also be used in exterior walls of Type III and IV construction, which are required to be noncombustible by definition. Because of this, certain code provisions that assume noncombustible exterior walls have become difficult to interpret. But usually a prac- tical solution to these code questions can be achieved by working closely with the code official. For instance, the addition of solid FRTW wood blocking of a certain thickness in floor cavities that intersect with the exterior wall in Type III construction is an appropriate precaution to maintain the fire resistance and material integrity of the exterior wall.

Heavy Timber Members Heavy timber (HT) construction is permitted in roof construction as an alternative to 1-hour or less fire-resistance- rated noncombustible construction. This would allow HT use in all roof construction except Type IA. HT columns and arches are permitted on the exterior of walls if the fire separation distance is 20 feet or more.

6. Wood Features Figure 22: Heavy Timber Construction Wood may be used as an architectural or structural component of a building. It is renewable and biodegradable, using less energy to manufacture than steel, concrete, aluminum or plastic. Wood use in foundations, doors, windows, exterior and interior finishes, trim and roofing con- tributes to the aesthetics of the building in an economical and efficient manner. Wood Foundations Wood foundations for buildings are permitted when designed and installed in accordance with the AF&PA/AWC Permanent Wood Foundation Design Specification (PWF). Insulated wood foundation systems conserve energy and easily accommodate installation of wiring, plumbing, ductwork and interior finishes. Savings in labor, time and material costs may be achieved when such systems are used.

Wood Walls and Partitions Figure 23: PWF Wood stud framing is permitted for all load-bearing and nonload-bearing interior walls and partitions in Type III and V construction. Type IV construction permits wood stud-framed partitions of 1-hour fire-resistance-rated construction (Section 2304.11.2.2) or solid wood formed by at least two layers of 1-inch matched boards or 4-inch-thick laminated construction. In Type I and II construction, partitions dividing single tenant offices or retail and not creating corridors serv-

American Wood Council International Code Council 20 2018 Code Conforming Wood Design ing 30 or more occupants are permitted to be FRTW, 1-hour fire-resistance-rated construction or of wood panels or similar light construction up to 6 feet in height (Section 603.1, Item 11). Wood Interior Finish In general, wood materials may be used as interior finish in almost all occupancies. Table 803.13 places minimum performance classifications on finish materials based on their location in the building. The material performance classification is determined by testing in accordance with the ASTM E84 or UL 723 standard and results in a classification as Class A (flame spread index 0–25); Class B (26–75) or Class C (76–200). All classifications must have a smoke-developed index between 0– Figure 24: Wood Interior Finish 450 (Section 803.1.2). (Photo Courtesy of Barbara J Sales) Nonsprinklered buildings typically require more restricted flame spread materials than sprinklered buildings. Figure 25 contains two tables outlining the required interior finish minimum classification for exit enclosures and passageways, corridors and enclosed spaces and rooms.

Nonsprinklered Buildings: Minimum Interior Finish Classification by Occupancya Minimum Interior Finish Classification Location Ab BC Interior exit stairways and ramps A, B, E, I, M, F, S, R-2 R-3 and exit passagewaysc R-1, R-4 Corridors and enclosures for exit B, E, M, S, I-1, R-1, Ad, I-2, I-3, I-4 F, R-3 access stairways and ramps R-2, R-4 I, A-1e, A-2e, A-3, A-4, A-5, B, E, F, Enclosed spaces and rooms R-4 M, S, R-1, R-2, R-3 a. This simplified table is not comprehensive; more exceptions can be found in Table 803.13 footnotes. b. Except in Group I-3, buildings less than three stories above grade plane permit the reduction of the exit enclo- sure and exit passageway classifications to Class B. c. Exit enclosures and exit passageways are permitted to use Class C wainscotting or paneling in the grade lobby for not more than 1,000 square feet of applied surface when applied to a noncombustible base. d. Lobby areas in corridors may use Class B interior finishes for Group A occupancies. e. Places of assembly with an occupant load of 300 persons or less may use Class C interior finishes

Sprinklered Buildings: Minimum Interior Finish Classification by Occupancya, b Minimum Interior Finish Classification Location A Bc C Interior exit stairways and ramps I-3 A, B, E, M, R-1, R-4, I-1, I-2, I-4 F, R-2, R-3, S and exit passagewaysd Corridors and enclosures for exit I-3 A, I-2, I-4 B, E, F, M, R, S, I-1 access stairways and ramps Enclosed spaces and rooms I-2, I-4 A, B, E, F, M, R, S, I-1, I-3 a. This simplified table is not comprehensive; more exceptions can be found in Table 803.13 footnotes. b. Automatic sprinkler system meeting the requirements of NFPA 13 or NFPA 13R as appropriate. c. Except in Group I-3, buildings less than three stories above grade plane permit the reduction of the exit enclo- sure and exit passageway classifications to Class C. d. Exit enclosures and exit passageways are permitted to use Class C wainscotting or paneling in the grade lobby for not more than 1,000 square feet of applied surface when applied to a noncombustible base. Figure 25: Summary of Table 803.13 Interior Wall and Ceiling Finish Requirements by Occupancy

American Wood Council International Code Council 2018 Code Conforming Wood Design 21

Most wood species qualify as Class C, while some, such as cedar, west coast hemlock, Idaho white pine, redwood, and spruce, can qualify as Class B. Wood boards and panels may meet Class A criteria when pressure treated with a fire-retardant chemical. Flame spread information according to wood species is provided in AWC DCA 1, Flame Spread Performance of Wood Prod- ucts, which is available for free to download at www.awc.org/codes-standards/publications/dca1. Traditional wood floor covering is exempt from interior floor finish requirements (Section 804.1). Exposed portions of Type IV structural members are also exempt from the interior finish requirements (Sections 803.3). Wood Interior Trim Baseboards, chair rails, picture molding, handrails, guards, windows and doors are permitted to be wood or wood-based materials. Trim is required to meet a Class C classification and combustible trim, excluding handrails and guards, cannot exceed 10 percent of the wall or ceiling area to which it is attached (Sec- tion 806.7).

Wood Doors and Windows Figure 26: Wood Trim Wood doors and windows are often the optimum choice for buildings due to their aesthetics, energy efficiency and functional- ity. Exterior openings are generally required to be protected as an opening protective assembly when the exterior wall is within given distances of a lot line. Table 602 determines when the exterior walls are required to be fire-resistance rated due to their location on the lot, and Table 705.8 defines the allowable percentages of protected and unprotected openings allowed in those walls. Figure 27: Wood Windows Unlimited amounts of unprotected openings are permitted by Table 705.8, provided the exterior walls are 30 feet or more from the lot line, or 20 feet or more if the building is equipped throughout with an automatic sprinkler system. No unprotected openings are permitted in the exterior wall within 5 feet of the lot line for nonsprinklered buildings or in any building if the wall is closer than 3 feet from the lot line. Bay and oriel windows must conform to the type of construction required for the building; however, FRTW is permitted for these windows in buildings not more than three stories above grade plane and of Type I, II, III and IV construction (Section 705.2.4). Interior wood door assemblies are required to be fire-protection rated when the wall assembly they are in requires a fire-resistance rating and opening protection, such as door assemblies in exit enclosures or exit access corridor walls. The minimum required fire-protection rating of the fire door assembly is given in Table 716.1(2) and ranges from 20 minutes to 3 hours based on the required fire-resistance rating and type of wall assembly.

American Wood Council International Code Council 22 2018 Code Conforming Wood Design

Wood Siding Wood siding products come in a variety of sizes, shapes and tex- tures, ranging from wood shingles and shakes to boards and wood structural panels. Each material brings different characteristics in look and performance. The IBC addresses the minimum expecta- tions of these products in Chapter 14 as exterior wall components and Chapter 23 as a wood building material. Wood shingles as a weather covering are required to be a mini- 3 mum /8-inch thick and wood siding without sheathing is required Figure 28: Wood Siding 1 to be /2-inch thick. According to Table 1404.2, wood siding less 1 than /2-inch thick requires bracing for support in accordance with Section 2304.6. Wood Veneer Wood veneer is permitted on buildings of Type I, II, III or IV construction and allowed up to 40 feet above grade, 60 feet if FRTW is used provided the veneer is 1-inch nominal 7 3 thickness, /16-inch exterior hardboard siding or /8-inch exterior-type wood structural panels or particleboard. Open or spaced veneers without concealed spaces are not permitted to project more than 24 inches from the building wall (Sec- tion 1405.5). Figure 29: Wood Veneer Wood Balconies, Open Exterior Exit Stairs and (Photo Courtesy of Jeremy Bittermann) Ramps Exterior balconies may be of Type IV construction or of wood construction that provides a fire- resistance rating equal to the floor rating required by Table 601. The aggregate length of the balcony is limited to 50 percent of the building perimeter on each floor. Type I or II structures not more than three stories above grade plane are permitted to have FRTW in the balcony as long as the balcony is not a required exit. Type III, IV and V buildings may have Type V construction of the balcony without requiring a fire-resis- Figure 30: Wood Balcony tance rating if the balcony is sprinkler protected. Where sprinkler protection is extended to the balcony, the length limitation of the balcony is eliminated (Section 705.2.3.1). Open exterior exit stairs and ramps may be constructed of wood when the building is of Type IV and V construction (Sections 1011.7 and 1012.7). The IBC limits their use to buildings that do not exceed six stories above grade and do not have occupied floor levels located more than 75 feet above the lowest level of vehicular access by the fire department (Section 1027.2).

American Wood Council International Code Council 2018 Code Conforming Wood Design 23

Wood Roof Coverings Roof assemblies and coverings are divided into classifications in accordance with testing by the ASTM E108 or UL 790 standard. FRTW roof coverings are tested in accordance with the ASTM D2898 standard. Table 1505.1 requires a minimum Class B roof covering for all types of construction except Type IIB, IIIB and VB. These construction types are permitted a minimum of Class C materials, and if the buildings are not more than two stories above grade plane and Figure 31: Wood Shakes have no more than 6,000 square feet of roof area and 10-foot minimum frontage width on all sides of the roof, they are permitted to use No. 1 cedar or redwood shakes and No. 1 shingles (Table 1505.1). Fire-retardant-treated wood shingles and shakes can qualify for Class A, B or C classification. Wood shingles and wood shake installation requirements are located in Sections 1507.8 and 1507.9, respectively, with a comparison of the materials in Table 1507.8.

Wood Projection Limitations Regardless of the material used or the construction type, Section 705.2 places limits on the proximity of projections to the line used to calculate fire separation distance (typically the lot line). According to Table 705.2, in no case may a projection come within 24 inches of a lot line. When the fire separation distance from the exterior wall is 5 feet or greater, projections cannot come within 40 inches of the lot line; when the fire separation distance is 2 feet or less, projections are prohibited altogether. In Type III, IV, and V construction, projections of any material are permitted subject to the limitation of Section 705.2.3. That section says that combustible projections located within 5 feet of the lot line (or other line used to determine the fire separation distance) must be one of the following:

• Minimum 1-hour fire-resistance-rated construction; •Type IV construction; or •FRTW.

Note that the exception in Section 705.2.3 allows projections in Group R-3 and U occupancies to be of typical Type VB construction (protection in the form of rated construction, Type IV construction, or FRTW is not required) when the fire separation distance is greater than or equal to 5 feet.

American Wood Council International Code Council 24 2018 Code Conforming Wood Design

FRTW, Type IV or No protection required unless No projections 1-hr min fire rating projection extends to within 5 feet permitted of the line used for FSD No protection required

Lot Line Lot Line Edge of ″ ″ Edge of 24 plus 8 for every Edge of Projection ′ 24″ min Projection foot beyond 3 min. Projection 40″ minimum

Lot Line Lot Line 0′ to 2′(FSD) ′ ≤ ′ ′ ′ > 2 to 3 (FSD) > 3 to < 5 (FSD) ≥ 5′ (FSD)

Exterior Face of Exterior Face of Exterior Face of Exterior Face of Exterior Wall Exterior Wall Exterior Wall Exterior Wall

Figure 32: Wood Projection Limitations for Other Than Groups R-3 and U Wood Rooftop Structures Wood penthouses are limited by the construction classification permitted for the building and for purposes of height and area are considered a portion of the story below the penthouse as long as they comply with Section 1510. FRTW is permitted for use on buildings of Type I construction two stories or less above grade plane and in Type II construction when the exterior of the penthouse is 5 feet or more from lot lines in accordance with Section 1510.2.4. A 1-hour fire- resistance rating is required when the exterior wall of the penthouse is less than 20 feet from the lot line. Type III, IV and VA construction permit the penthouse to be Type IV construction or FRTW if 20 feet or more from the lot line. Wood penthouses used to enclose tanks or elevators must not exceed 28 feet in height above the roof. If enclosing other uses, the penthouse height is limited to 18 feet maximum (Section 1510.2.1). Wood unroofed mechanical equipment screens, fences or enclosures limited to 4 feet in height are permitted (Section 1510.6.2). Wood towers, spires, domes and cupolas are permitted on buildings of Type III, IV and V provided that they do not exceed 85 feet in height above grade plane or 200 square feet in area. The IBC places further limitations on these structures in Section 1510.5. Wood in Locations Subject to Decay or Termites Wood that is located where it will be exposed to weather, moisture or termites is required to be naturally durable wood species or preservative-treated wood using water-borne preserva- tives, in accordance with AWPA U1. Naturally durable decay-resistant wood species are heart- woods of redwood, cedar, black locust and black walnut. Naturally durable termite-resistant wood species are heartwood of redwood, Alaska yellow-cedar, eastern red cedar and heartwood and sapwood of all western red cedars (Sections 202 and 2304.12).

American Wood Council International Code Council 2018 Code Conforming Wood Design 25

7. Structural Considerations

The primary focus of Chapter 23 of the IBC is structural considerations for the design of buildings and structures that use wood and wood-based products in their framing and fabrication. Covered are the materials, design, construction and quality of wood members and their fasteners. Alternative methods and materials can be used where engineering analysis and testing jus- tify their use; however, the general requirements of Section 2304 apply to all elements of wood frame construction. Compliance Paths The IBC permits five paths to design wood structural elements, and compliance with one or more is required (Section 2301.2): • Allowable Stress Design (ASD) • Load and Resistance Factor Design (LRFD) • Conventional Light-Frame Construction • AWC Wood Frame Construction Manual (WFCM) • ICC 400 for Log Structures Figure 33: WFCM The first two methods are engineered design. Allowable stress design (ASD) prescribes the use of load combinations specified in Chapter 16 as well as the general requirements in Section 2304, the lateral force-resistant requirements in Section 2305, and the ASD requirements of Section 2306. Load and resistance factor design (LRFD), permitted by Sec- tion 2307, also requires the use of the load combinations in Chapter 16, the general requirements in Section 2304, and the lateral force-resistant requirements in Section 2305. The descriptive and prescriptive provisions of the conventional light-frame construction in Sec- tion 2308 use typical configurations and methods that do not require calculation of loads or analysis by a design professional. The use of these provisions is limited to buildings of relatively small volume that do not incorporate unusual configurations, elements, or loading. The AWC Wood Frame Construction Manual for One- and Two-Family Dwellings (AWC WFCM) and ICC 400, Standard on the Design and Construction of Log Structures, are also permitted as design and construction alternatives for buildings within their scopes. Standards and Quality Section 2303 references manufacturing standards, necessary specification criteria and use and application provisions for wood and wood products. The materials that have production and quality control standards include structural sawn lumber; end-jointed lumber; prefabricated wood I-joists; structural glued-laminated timber (defined in IBC Chapter 2); structural glued cross-laminated timber (defined in IBC Chapter 2); wood structural panels (defined in IBC Chap- ter 2); fiberboard sheathing (when used structurally); hardboard siding (when used structurally); particleboard; preservative-treated and fire-retardant-treated wood (defined in IBC Chapter 2 under “Treated wood”); structural log members; structural composite lumber; round timber poles and piles; engineered wood rim board (defined in IBC Chapter 2); wood trusses; joist hang- ers; nails; and staples. All lumber used to support loads in a building or structure is required to be properly identified with a grade mark of a lumber inspection agency complying with DOC PS 20, the American Soft- wood Lumber Standard (see www.alsc.org for a list of grading agencies and representative grade stamps). A certificate of inspection is an acceptable alternative to a grade mark for precut,

American Wood Council International Code Council 26 2018 Code Conforming Wood Design remanufactured or rough-sawn lumber and for sizes larger than 3-inch nominal thickness, since industry practice does not individually label such products. Engineered wood products, preservative-treated wood, and fire-retardant-treated wood are required to meet industry standards specific to their use, as codified within this section.

Framing The general requirements of Section 2304 govern framing, sheathing, decking and fasteners. It is worth noting that conventional light-frame construction does not require computations to determine the size of members or fasteners; however, ASD and LRFD designs assume actual member sizes rather than nominal sizes. Under the majority of circumstances, the detail and specifications for framing walls, roofs, and floors in accordance with Section 2308 provide the necessary resistance to typical loading conditions. Section 2304.3 specifies that bottom plates are required to have a minimum thickness of a nominal 2-by framing member with a width at least equal to the stud it is supporting in order to ensure loads are fully transferred.

Structural Panels and Sheathing Wood structural panels are defined in Chapter 2 as being plywood, oriented strand board (OSB), and composite panels. Exterior sheathing is required to be manufactured with exterior glue (Exposure 1 or Exterior) and, when exposed to the weather, to have an exterior exposure durability classification. In enclosed buildings with a mean roof height not greater than 30 feet, wood structural panel sheathing, connections, and framing spacing must meet the wind design requirements of Table 2304.6.1. Tables 2304.8(1) through (5) specify maximum allowable spans, minimum grade requirements, and maximum loads for floor and roof sheathing. Lumber Decking Section 2304.9 provides installation and fastening requirements for lumber decking, which is a method of floor construction that employs individual wood members set on edge and connected. Each piece of lumber is required to be square-end trimmed and supported in one of five layup pat- terns: simple span, two-span continuous, combination simple and two-span continuous, cantilevered pieces intermixed, or controlled random (Section 2304.9.2). Section 2304.9.3 pre- Figure 34: Beam-Column Connection scribes nailing requirements for mechanically laminated decking to ensure a solid wood floor acting as one element. Connectors and Fasteners Fastening requirements are prescribed in Table 2304.10.1, which provides the minimum number and size of fasteners connecting wood members. Additionally, the ASD and LRFD methods contain design provisions for fasteners, based on design calculations, which must be met in accordance with Section 2304.10. It is therefore common for designed structures to have greater fastening requirements than those prescribed in Table 2304.10.1. Where wall framing members are not continuous from the foundation sill to the roof, sheet metal clamps, ties or clips must also be corrosion resistant (often galvanized steel) if they are subject to moisture. Joist and framing anchors may be used in accordance with the manufacturer’s instructions, and other fasteners

American Wood Council International Code Council 2018 Code Conforming Wood Design 27 such as clips, staples, and glues are permitted when approved by the building official. Such approval should be based on evidence of testing by the manufacturer and installation in accordance with the manufacturer’s specifications. Fasteners in contact with preservative-treated and fire-retardant-treated wood are required to be corrosion resistant (often of hot-dipped zinc-coated galvanized steel, stainless steel, silicon bronze or copper in accordance with Section 2304.10.5) because chemicals used in the treat- ments quickly erode untreated steel fasteners.

Lateral Force-Resisting Systems The general design requirements for lateral force-resisting systems in Sec- tion 2305 are applicable to engineered structures (ASD and LRFD). This section applies to structures using wood-framed shear walls or wood-framed diaphragms to resist wind, seismic, or other lateral loads. When individual elements within conventionally constructed structures need to be engineered, these provisions may be able to be applied without engineering the entire structure. Figure 35: SDPWS Deflection of wood diaphragms and shear walls fastened with nails is determined in accordance with AWC Special Design Provisions for Wind and Seismic (AWC SDPWS). For wood structural diaphragms and shear walls fastened with staples, where the assemblies are uniformly fastened throughout, the IBC permits the calculation of estimates through the use of the equations found in Sections 2305.2 and 2305.3. Engineered Design—Allowable Stress and Load and Resistance Factor Sections 2306 and 2307 contain a number of specifications that are intended to be the minimum acceptable methods for constructing wood elements in structures. When designed and built in accordance with the standards listed in these sections, a building or structure is deemed to comply with the code. The most common and applicable practices for ASD are summarized in the standards listed in Section 2306.1, and Section 2307.1 refers the code user to AWC National Design Specification® (NDS®) for Wood Construction and AWC SDPWS for alternate design provisions using LRFD. Conventional Light Frame The provisions of Section 2308 are prescriptive in nature and can be used to construct certain wood structures in limited application—generally building construction having closely spaced framing (not exceeding 24 inches on center) with studs up to 2 x 6 inches in size and rafters up to 2 x 12 inches in size. Section 2308.2 and its subsections spell out the limitations for the use of conventional construction provisions without design. These include height limits ranging from one story in Seismic Design Categories D and E to three stories in Categories A and B; a maximum floor-to-floor height of 11 feet, 7 inches in all seismic zones; exterior bearing walls and interior bracing walls limited to a stud height of 10 feet; live loads not exceeding 40 psf; ultimate wind speeds (Vult) not exceeding 130 mph; and others (see Section 2308.2 for the full list).

American Wood Council International Code Council 28 2018 Code Conforming Wood Design

Span Tables Span tables are provided for girders, floor joists, ceiling joists, and rafters in Tables 2308.4.1.1(1)–(2), 2308.4.2.1(1)–(2), 2308.7.1(1)–(2), and 2308.7.2(1)–(6), respectively. These spans have been updated to reflect the recently revised Southern Pine design values. Spans of only the most common species and grades of wood are shown, and the tables in the AWC Span Tables for Joists and Rafters (STJR) should be consulted to determine spans for species and grades not shown. See Section 2308.7.7 for how the use of purlins and struts allows the reduction of rafter spans. An excerpt of Table 2308.4.2.1(1) is shown in Figure 37. Figure 36: STJR

DEAD LOAD = 10 psf DEAD LOAD = 20 psf Joist Species and Spacing 2 × 6 2 × 8 2 × 10 2 × 12 2 × 6 2 × 8 2 × 10 2 × 12 Grade (inches) Maximum floor joist spans

(ft. - in.) (ft. - in.) (ft. - in.) (ft. - in.) (ft. - in.) (ft. - in.) (ft. - in.) (ft. - in.) Douglas Fir-Larch SS 11-4 15-0 19-1 23-3 11-4 15-0 19-1 23-0 Douglas Fir-Larch #1 10-11 14-5 18-5 21-4 10-8 13-6 16-5 19-1 Douglas Fir-Larch #2 10-9 14-1 17-2 19-11 9-11 12-7 15-5 17-10 Douglas Fir-Larch #3 8-5 10-8 13-0 15-1 7-6 9-6 11-8 13-6 Hem-Fir SS 10-9 14-2 18-0 21-11 10-9 14-2 18-0 21-11 Hem-Fir #1 10-6 13-10 17-8 20-9 10-4 13-1 16-0 18-7 Hem-Fir #2 10-0 13-2 16-10 19-8 9-10 12-5 15-2 17-7 Hem-Fir #3 8-5 10-8 13-0 15-1 7-6 9-6 11-8 13-6 16 Southern Pine SS 11-2 14-8 18-9 22-10 11-2 14-8 18-9 22-10 Southern Pine #1 10-9 14-2 18-0 21-4 10-9 13-9 16-1 19-1 Southern Pine #2 10-3 13-3 15-8 18-6 9-4 11-10 14-0 16-6 Southern Pine #3 7-11 10-10 12-1 14-4 7-1 8-11 10-10 12-10 Spruce-Pine-Fir SS 10-6 13-10 17-8 21-6 10-6 13-10 17-8 21-4 Spruce-Pine-Fir #1 10-3 13-6 17-2 19-11 9-11 12-7 15-5 17-10 Spruce-Pine-Fir #2 10-3 13-6 17-2 19-11 9-11 12-7 15-5 17-10 Spruce-Pine-Fir #3 8-5 10-8 13-0 15-1 7-6 9-6 11-8 13-6 Figure 37: Excerpt of Table 2308.4.2.1(1) Floor Joist Spans for Common Lumber Species (Residential sleeping areas, live load = 30 psf, L/Δ = 360) See Sections 2308.4 and 2308.7 for prescriptive framing details for floors and roofs, including required bearing, lateral support, notches and holes, and framing around openings.

Wind Uplift Section 2308.7.5 requires compliance with both Table 2304.10.1, which is the fastening sched- ule, and Table 2308.7.5, which specifies the minimum uplift resistance to be provided between the roof framing and wall below in conventional construction. For allowable stress design wind speeds (Vasd) of less than 85 mph ties are not required. When ties are required by the table, a tie is required on every rafter or truss to the stud below, assuming the roof framing is spaced 24 inches on center, in accordance with Table 2308.7.5, Footnote b.

American Wood Council International Code Council 2018 Code Conforming Wood Design 29

Wall Framing The size, height and spacing of studs are required to be in accordance with Table 2308.5.1. When stud heights exceed 10 feet or the structure is outside the scope of applicability of the conventional construction requirements, studs must be designed in accordance with accepted engineering practice. Studs in nonload-bearing walls and partitions are permitted to be spaced at 24 inches on center. Section 2308.5 and subsections contain prescriptive framing provisions for walls. Generally, bearing and exterior wall studs are required to be capped with overlapping double top plates, which serves three major functions: the overlapping plates tie the building together, the top plates serve as support beams for joists and rafters, and they serve as chords for floor and roof diaphragms. The single bottom plate serves to anchor the wall to the floor and must have a nominal thickness of not less than 2 inches and a width not less than the width of the wall studs. Openings in exterior bearing walls require headers made of double 2-inch nominal framing lumber.

Wall Bracing Braced wall panels are portions of walls, as required by Table 2308.6.1, composed of bracing materials and methods specified in Table 2308.6.3(1). Section 2308.6.4 stipulates the minimum panel dimensions for certain bracing methods. A provision exists allowing a minimum 32-inch wall bracing length in lieu of the 48- inch length required elsewhere, or a minimum 16-inch panel length built as a portal, to allow flexibility in constructing braced wall panels adjacent to garage doors and other similar openings (Section 2308.6.5). Cripple walls with studs exceeding 14 inches in height must meet the bracing requirements (Section 2308.6.6). Figure 38: Wall Bracing 8. Precautions during Construction Chapter 33 provides minimum safety precautions for fire during construction for all buildings. The chapter includes provisions for fire extinguishers, standpipes, means of egress and sprinkler system commissioning. The International Fire Code® (IFC®) also contains detailed requirements for fire precautions during construction that are required to be implemented by Section 3302.3 of the IBC.

Fire Watch Section 3314 requires a fire watch to be provided during nonworking hours when construction exceeds 40 feet in height above the lowest adjacent grade, where required by the fire code official. The IFC contains additional fire watch provisions (see below).

Fire Extinguishers During construction one portable fire extinguisher must be placed at each stairway on all floor levels with combustible materials, in each storage or construction shed, and where special haz- ards exist in accordance with Section 3309.

American Wood Council International Code Council 30 2018 Code Conforming Wood Design

Maintaining Means of Egress During construction, when a building height reaches 40 feet above the lowest level of fire department vehicle access, a minimum of one temporary or permanent stairway must be provided. As construction progresses, such stairway shall be extended to within one floor of the highest point of construction having secured decking or flooring in accordance with Section 3310.

Standpipes In buildings required to have standpipes, a minimum of one must be available during construction for fire department use. The standpipe is installed before the construction is 40 feet above fire department access. The standpipe is placed adjacent to usable stairs and has fire department hose connections. It must be extended during construction to within one floor of the highest point of construction having flooring in accordance with Section 3311. During demolition, a standpipe is maintained in working condition. The standpipe may be demolished floor by floor as demolition proceeds.

Sprinkler System Commissioning The sprinkler system must be tested and approved before the certificate of occupancy is awarded in accordance with Section 3312.

Additional requirements in the International Fire Code Additional requirements for fire safety during construction required by IBC Section 3302.3 but found in the IFC are as follows: • Temporary heating equipment must be listed and labeled; installation and mainte- nance of the equipment must be in accordance with the listing (IFC Section 3303). • Smoking is prohibited except in approved areas with posted signage (IFC Section 3304.1). • A fire watch must be maintained with qualified personnel if required by the fire code official (IFC Section 3304.5). • Welding operations must comply with IFC Chapter 35. Temporary electrical wiring must comply with NFPA 70 (IFC Sections 3304.6 and 3304.7). • The owner must designate a fire prevention superintendent responsible for the fire prevention program during construction. Requirements for the program are listed in IFC Section 3308. • An accessible emergency phone must be provided in an approved location at the construction site. The construction site street address and fire department emergency phone number must be posted by the phone (IFC Section 3309). • Fire-fighting vehicle access must be provided within 100 feet of temporary or permanent fire department connections (IFC Section 3310). • An approved water supply for fire protection must be available (IFC Section 3312). • Safeguards during roofing operations must be in accordance with IFC Section 3317.

American Wood Council International Code Council 2018 Code Conforming Wood Design 31

9. Resources For additional assistance and information, contact the American Wood Council (AWC) at (202) 463-2766 or [email protected]. For additional assistance and information from the International Code Council (ICC), see www.iccsafe.org. American Wood Council Standards

ANSI/AWC NDS® 2018 National Design Specification® (NDS®) for Wood Construction with 2018 Supplement ANSI/AWC 2018 Special Design Provisions for Wind and Seismic SDPWS ANSI/AWC WFCM 2018 Wood Frame Construction Manual for One- and Two-Family Dwellings ANSI/AWC PWF 2015 Permanent Wood Foundation Design Specification AWC STJR 2015 Span Tables for Joists and Rafters AWC WCD No. 4 2003 Wood Construction Data—Plank and Beam Framing for Residential Buildings The above standards published by AWC are referenced in the IBC. These standards and related code publications, design aids, technical reports and guides for wood design and construction can be purchased or downloaded at www.awc.org.

American Wood Council International Code Council 32 2018 Code Conforming Wood Design

Other Associations Publishing Referenced Standards Standards from additional organizations are referenced in this publication. The following table lists the standard, its title and the site from which the standard is available.

Standard-Edition Title Website AAMA/WDMA/CSA North American Fenestration Standard/ aamanet.org 101/I.S.2/A440—17 Specifications for Windows, Doors and Skylights wdma.com APA PDS—12 Panel Design Specification apawood.org Minimum Design Loads and Associated Criteria for Buildings and Other ASCE 7—16 asce.org Structures Test Methods for Accelerated Weathering of Fire-Retardant-Treated ASTM D2898—10 Wood Fire Testing ASTM E84—16 Test Methods for Surface Burning Characteristics of Building Materials astm.org ASTM E108—16 Test Methods for Fire Tests of Roof Coverings ASTM E119—16 Test Methods for Fire Tests of Building Construction and Materials AWPA C1—03 All Timber Products—Preservative Treatment by Pressure Processes AWPA M4—16 Standard for the Care of Preservative-Treated Wood Products awpa.com USE CATEGORY SYSTEM: User Specification for Treated Wood AWPA U1—16 Except Commodity Specification H 2018 IBC 2018 International Building Code 2018 IRC 2018 International Residential Code iccsafe.org ICC 400—17 Standard on Design and Construction of Log Structures ICC 600—14 Standard for Residential Construction in High-Wind Regions NFPA 13—16 Installation of Sprinkler Systems Installation of Sprinkler Systems in One- and Two-Family Dwellings and NFPA 13D—16 Manufactured Homes nfpa.org NFPA 13R—16 Installation of Sprinkler Systems in Low-Rise Residential Occupancies NFPA 70—17 National Electrical Code Standard for Fire Tests of Building Construction and Materials, with UL 263—11 revisions through June 2015 Standard for Test for Surface Burning Characteristics of Building UL 723—08 ul.com Materials, with revisions through August 2013 Standard Test Methods for Fire Tests of Roof Coverings with revisions UL 790—04 through July 2014 This publication was developed by the International Code Council in cooperation with the American Wood Council. While every effort was made to ensure accuracy of the information it contains, neither organization assumes responsibility for particular designs or plans prepared from this document.

American Wood Council International Code Council 2018 Code Conforming Wood Design 33

10. Building Area Tables These tables are organized by occupancy category. Each category has a nonsprinklered and sprinklered allowable building area table that contains the maximum number of stories and maximum allowable area per floor for Type IIIA and IIIB, IV, VA and VB construction. Table 1 – Group A Nonsprinklered Buildings – Maximum floor area per story

Group A-1 Nonsprinklered Buildings a, b, c Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB

0-25 14,000 8,500 15,000 11,500 5,500 1, 2f 50 17,500 10,620 18,750 14,370 6,870 100 24,500 14,870 26,250 20,120 9,620 0-25 14,000 NP 15,000 NP NP 3 50 17,500 NP 18,750 NP NP 100 24,500 NP 26,250 NP NP Groups A-2, A-3, A-4 Nonsprinklered Buildings a, b, c, d Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB

0-25 14,000 9,500 15,000 11,500 6,000 1, 2f 50 17,500 11,870 18,750 14,370 7,500 100 24,500 16,620 26,250 20,120 10,500 0-25 14,000 NP 15,000 NP NP 3 50 17,500 NP 18,750 NP NP 100 24,500 NP 26,250 NP NP Group A-5 Nonsprinklered Buildings a, e Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 UL UL UL UL UL UL 50 UL UL UL UL UL 100 UL UL UL UL UL

NP = Not Permitted UL = Unlimited a. Frontage based on open space widths of 30 feet or more. b. Interpolation permitted. c. Sprinklers must be provided for Group A-1, A-3 and A-4 occupancies when the fire area exceeds 12,000 square feet in accordance with Section 903.2.1, or by reason of other specific conditions in that section. In lieu of sprinklers, compartmentalization of the floor area into fire areas not more than 12,000 square feet can be provided with fire-resistance-rated construction in accordance with Chapter 7. d. Sprinklers must be provided for Group A-2 occupancies when the fire area exceeds 5,000 square feet in accordance with Section 903.2.1.2, or by reason of other specific conditions in that section. In lieu of sprinklers, compartmentalization of the floor area into fire areas not more than 5,000 square feet can be provided with fire-resistance-rated construction in accordance with Chapter 7. e. Sprinklers must be provided for Group A-5 occupancies when the area exceeds 1,000 square feet in accordance with Section 903.2.1.5. f. Type VB construction does not permit two stories above grade plane.

American Wood Council International Code Council 34 2018 Code Conforming Wood Design

Table 2 – Group A NFPA 13-Compliant Sprinklered Buildings – Maximum floor area per story

Group A-1 Sprinklered Buildings a, b, c Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 56,000 34,000 60,000 46,000 22,000 1 50 59,500 36,120 63,750 48,870 23,370 100 66,500e 40,370 e 71,250 e 54,620 26,120 0-25 42,000 25,500 45,000 34,500 16,500 2, 3d 50 45,500 27,620 48,750 37,370 17,870 100 52,500 31,870 56,250 43,120 20,620 0-25 31,500 NP 33,750 NP NP 4 50 34,120 NP 36,560 NP NP 100 39,370 NP 42,180 NP NP Group A-2, A-3, A-4 Sprinklered Buildings a, b, c Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 56,000 38,000 60,000 46,000 24,000 1 50 59,500 40,370 63,750 48,870 25,500 100 66,500e,f 45,120e,f 71,250e,f 54,620 28,500 0-25 42,000 28,500 45,000 34,500 18,000 2, 3d 50 45,500 30,870 48,750 37,370 19,500 100 52,500 35,620 56,250 43,120 22,500 0-25 31,500 NP 33,750 NP NP 4 50 34,120 NP 36,560 NP NP 100 39,370 NP 42,180 NP NP Group A-5 Sprinklered Buildings b Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 UL UL UL UL UL UL 50 UL UL UL UL UL 100 UL UL UL UL UL

NP = Not Permitted UL = Unlimited a. The maximum floor area for four stories above grade plane was determined by dividing the maximum total allowable building area determined in accordance with Section 506.2.3 by the number of stories. The floor area of the four stories is assumed to be equal. b. Frontage based on open space widths of 30 feet or more. c. Interpolation permitted. d. Type VB construction does not permit three stories above grade plane. e. Group A-1 and A-2 occupancies may be in unlimited area mixed occupancy buildings when meeting the provisions of Section 507.4.1. f. Group A-4 may be unlimited in area if the frontage width is at least 60 feet and the building is of Type III or IV construction in accordance with Section 507.4.

American Wood Council International Code Council 2018 Code Conforming Wood Design 35

Table 3 – Group B Nonsprinklered Buildings – Maximum floor area per story a, b, c, d

Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 28,500 19,000 36,000 18,000 9,000 1, 2 & 3e 50 35,620 23,750 45,000 22,500 11,250 100 49,870 33,250 63,000 31,500 15,750 0-25 21,370 NP 27,000 NP NP 4 50 26,710 NP 33,750 NP NP 100 37,400 NP 47,250 NP NP 0-25 17,100 NP 21,600 NP NP 5 50 21,370 NP 27,000 NP NP 100 29,920 NP 37,800 NP NP

American Wood Council International Code Council 36 2018 Code Conforming Wood Design

Table 4 – Group B NFPA 13-Compliant Sprinklered Buildings – Maximum floor area per story a, b, c

Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 114,000 76,000 144,000 72,000 36,000 50 121,120 80,750 153,000 76,500 38,250 1 100 135,370 90,250 171,000 85,500 42,750 100 (60)d UL UL UL UL UL 0-25 85,500 57,000 108,000 54,000 27,000 50 92,620 61,750 117,000 58,500 29,250 2 100 106,870 71,250 135,000 67,500 33,750 100 (60) d ULULULULUL 0-25 85,500 57,000 108,000 54,000 27,000 3 50 92,620 61,750 117,000 58,500 29,250 100 106,870 71,250 135,000 67,500 33,750 0-25 64,120 42,750 81,000 40,500 NP 4 50 69,460 46,310 87,750 43,870 NP 100 80,150 53,430 101,250 50,620 NP 0-25 51,300 NP 64,800 NP NP 5 50 55,570 NP 70,200 NP NP 100 64,120 NP 81,000 NP NP 0-25 42,750 NP 54,000 NP NP 6 50 46,310 NP 58,500 NP NP 100 53,430 NP 67,500 NP NP

American Wood Council International Code Council 2018 Code Conforming Wood Design 37

Table 5 – Group E Nonsprinklered Buildings – Maximum floor area per story a, b, c

Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 23,500 14,500 25,500 18,500 9,500 1 50 29,370 18,120 31,870 23,120 11,870 100 41,120 25,370 44,620 32,370 16,620 0-25 23,500 14,500 25,500 NP NP 2 50 29,370 18,120 31,870 NP NP 100 41,120 25,370 44,620 NP NP 0-25 23,500 NP 25,500 NP NP 3 50 29,370 NP 31,870 NP NP 100 41,120 NP 44,620 NP NP

NP = Not Permitted a. Frontage based on open space widths of 30 feet or more. b. Interpolation permitted. c. Sprinklers must be provided for Group E occupancies when the fire area exceeds 12,000 square feet in accordance with Section 903.2.3, or by reason of other specific conditions in that section. In lieu of sprinklers, compartmentalization of the floor area into fire areas not more than 12,000 square feet can be provided with fire-resistance-rated construction in accordance with Chapter 7.

Table 6 – Group E NFPA 13-Compliant Sprinklered Buildings – Maximum floor area per story a, b, c

Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 94,000 58,000 102,000 74,000 38,000 1 50 99,870 61,620 108,370 78,620 40,370 100 111,620e 68,870 121,120e 87,870 45,120 0-25 70,500 43,500 76,500 55,500 28,500 2, 3d 50 76,370 47,120 82,870 60,120 30,870 100 88,120 54,370 95,620 69,370 35,620 0-25 52,870 NP 57,370 NP NP 4 50 57,280 NP 62,150 NP NP 100 66,090 NP 71,710 NP NP

American Wood Council International Code Council 38 2018 Code Conforming Wood Design

Table 7 – Group F Nonsprinklered Buildings – Maximum floor area per story Group F-1 Nonsprinklered Buildings a, b, c, d, e Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 19,000 12,000 33,500 14,000 8,500 1, 2f 50 23,750 15,000 41,870 17,500 10,620 100 33,250 21,000 58,620 24,500 14,870 0-25 19,000 NP 33,500 NP NP 3 50 23,750 NP 41,870 NP NP 100 33,250 NP 58,620 NP NP 0-25 NP NP 25,120 NP NP 4 50 NP NP 31,400 NP NP 100 NP NP 43,960 NP NP Group F-2 Nonsprinklered Buildings a, b, c Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 28,500 18,000 50,500 21,000 13,000 50 35,620 22,500 63,120 26,250 16,250 1 100 49,870 31,500 88,370 36,750 22,750 100 (60)h ULULULULUL 0-25 28,500 18,000 50,500 21,000 13,000 2 & 3g 50 35,620 22,500 63,120 26,250 16,250 100 49,870 31,500 88,370 36,750 22,750 0-25 21,370 NP 37,870 NP NP 4 50 26,710 NP 47,340 NP NP 100 37,400 NP 66,280 NP NP 0-25 NP NP 30,300 NP NP 5 50 NP NP 37,870 NP NP 100 NP NP 53,020 NP NP NP = Not Permitted UL = Unlimited a. The maximum floor area for four or more stories above grade plane was determined by dividing the maximum total allowable building area determined in accordance with Section 506.2.3 by the number of stories. The floor area of the stories is assumed to be equal. b. Frontage based on open space widths of 30 feet or more. c. Interpolation permitted. d. Sprinklers must be provided in woodworking areas in Group F-1 occupancies when the fire area exceeds 2,500 square feet in accordance with Section 903.2.4.1 and when areas manufacturing upholstered furniture or mattresses exceed 2,500 square feet in accordance with Section 903.2.4. e. Sprinklers must be provided for Group F-1 occupancies when the fire area exceeds 12,000 square feet, or the combined area of all Group F-1 occupancies exceeds 24,000 square feet, in accordance with Section 903.2.4, or by reason of other specific conditions in that section. In lieu of sprinklers, compartmentalization of the floor area into fire areas not more than 12,000 square feet per compartment and not more than 24,000 square feet total can be provided with fire-resistance-rated construction in accordance with Chapter 7. f. Type VB construction does not permit two stories above grade plane. g. Type VB construction does not permit three stories above grade plane. h. Single-story Group F-2 occupancies may be unlimited in area if the frontage width is at least 60 feet in accordance with Section 507.3.

American Wood Council International Code Council 2018 Code Conforming Wood Design 39

Table 8 – Group F NFPA 13-Compliant Sprinklered Buildings – Maximum floor area per story

Group F-1 Sprinklered Buildings a, b, c Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 76,000 48,000 134,000 56,000 34,000 50 80,750 51,000 142,370 59,500 36,120 1 100 90,250 57,000 159,120 66,500 40,370 100(60)d ULULULULUL 0-25 57,000 36,000 100,500 42,000 25,500 50 61,750 39,000 108,870 45,500 27,620 2 100 71,250 45,000 125,620 52,500 31,870 100(60)d ULULULULUL 0-25 57,000 36,000 100,500 42,000 NP 3 50 61,750 39,000 108,870 45,500 NP 100 71,250 45,000 125,620 52,500 NP 0-25 42,750 NP 75,370 NP NP 4 50 46,310 NP 81,650 NP NP 100 53,430 NP 94,210 NP NP 0-25 NP NP 60,300 NP NP 5 50 NP NP 65,320 NP NP 100 NP NP 75,370 NP NP

American Wood Council International Code Council 40 2018 Code Conforming Wood Design

Table 8 cont. – Group F NFPA 13-Compliant Sprinklered Buildings – Maximum floor area per story

Group F-2 Sprinklered Buildings a, b, c Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 114,000 72,000 202,000 84,000 52,000 50 121,120 76,500 214,620 89,250 55,250 1 100 135,370 85,500 239,870 99,750 61,750 100(60)d ULULULULUL 0-25 85,500 54,000 151,500 63,000 39,000 50 92,620 58,500 164,120 68,250 42,250 2 100 106,870 67,500 189,370 78,750 48,750 100(60)d ULULULULUL 0-25 85,500 54,000 151,500 63,000 39,000 3 50 92,620 58,500 164,120 68,250 42,250 100 106,870 67,500 189,370 78,750 48,750 0-25 64,120 40,500 113,620 47,250 NP 4 50 69,460 43,870 123,090 51,180 NP 100 80,150 50,620 142,030 59,060 NP 0-25 51,300 NP 90,900 NP NP 5 50 55,570 NP 98,470 NP NP 100 64,120 NP 113,620 NP NP 0-25 NP NP 75,750 NP NP 6 50 NP NP 82,060 NP NP 100 NP NP 94,680 NP NP

American Wood Council International Code Council 2018 Code Conforming Wood Design 41

Group I Sprinklered Buildings Section 903.2.6 requires all Group I buildings to have automatic sprinkler systems. Therefore, there are no maximum building heights and areas for nonsprinklered Group I buildings, with a single exception: Exception 2 of Section 903.2.6 allows Group I-4 day care facilities on the ground floor (level of exit discharge) to be nonsprinklered when there is an exterior exit door in every room where care is provided. Additionally, Section 903.2.6 allows Group I-1 Condition 1 buildings to use NFPA 13R-compliant sprinkler systems. In this case, there is no increase in area for having a sprinkler, rather only an increase in area for frontage is allowed. NFPA 13R-compliant maximum floor areas are shown in Table 10. Table 9 – Group I-4 Nonsprinklered Buildings – Maximum floor area per story Group I-4 Nonsprinklered Buildings a,b,c Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 23,500 13,000 25,500 18,500 9,000 1 & 2d 50 29,370 16,250 31,870 23,120 11,250 100 41,120 22,750 44,620 32,370 15,750 0-25 23,500 NP 25,500 NP NP 3e 50 29,370 NP 31,870 NP NP 100 41,120 NP 44,620 NP NP NP = Not Permitted a. Frontage based on open space widths of 30 feet or more. b. Interpolation permitted. c. Section 903.2.6 Exception 2 permits Group I-4 day care facilities to be nonsprinklered when the facility is at the level of exit discharge and has at least one exterior exit door from each room where care is provided. d. Types VA and VB construction do not permit two stories above grade plane. e. Maximum floor areas for nonsprinklered buildings above one story apply to existing construction only.

Table 10 – Group I-1 Condition 1, NFPA 13R-Compliant Sprinklered Buildings – Maximum floor area per story

Group I-1 Condition 1 Sprinklered Buildings - NFPA 13R Compliant a, b, c, d Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 16,500 10,000 18,000 10,500 4,500 1, 2 & 3e 50 20,620 12,500 22,500 13,120 5,620 100 28,870 17,500 31,500 18,370 7,870 0-25 16,500 NP 18,000 NP NP 4 50 20,620 NP 22,500 NP NP 100 28,870 NP 31,500 NP NP NP = Not Permitted a. NFPA 13R-compliant sprinklered buildings do not receive an increase of area for sprinklers. There is an increase in building area for open frontage, if applicable. The maximum floor area for four stories above

grade plane was determined in accordance with Section 506.2.3, taking Sa = 4 as permitted for buildings equipped with an NFPA 13R sprinkler system. b. Frontage based on open space widths of 30 feet or more. c. Interpolation permitted. d. Section 903.2.6 permits Group I-1 occupancies to be sprinklered with an NFPA 13R-compliant system. The occupancies do not qualify for area increases due to sprinklers. e. Type VB construction does not permit three stories above grade plane.

American Wood Council International Code Council 42 2018 Code Conforming Wood Design

Table 11 – Group I NFPA 13-Compliant Sprinklered Buildings – Maximum floor area per story

Group I-1 Condition 1 Sprinklered Buildings a, b, c, d Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 66,000 40,000 72,000 42,000 18,000 1 50 70,120 42,500 76,500 44,620 19,120 100 78,370 47,500 85,500 49,870 21,370 0-25 49,500 30,000 54,000 31,500 13,500 2, 3 50 53,620 32,500 58,500 34,120 14,620 100 61,870 37,500 67,500 39,370 16,870 0-25 37,120 22,500 40,500 23,620 NP 4 50 40,210 24,370 43,870 25,590 NP 100 46,400 28,120 50,620 29,530 NP 0-25 29,700 NP 32,400 NP NP 5 50 32,170 NP 35,100 NP NP 100 37,120 NP 40,500 NP NP Group I-1 Condition 2 Sprinklered Buildings a, b, c Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 66,000 40,000 72,000 42,000 18,000 1 50 70,120 42,500 76,500 44,620 19,120 100 78,370 47,500 85,500 49,870 21,370 0-25 49,500 30,000 54,000 31,500 13,500 2, 3e 50 53,620 32,500 58,500 34,120 14,620 100 61,870 37,500 67,500 39,370 16,870 0-25 37,120 NP 40,500 NP NP 4 50 40,210 NP 43,870 NP NP 100 46,400 NP 50,620 NP NP

NP = Not Permitted a. The maximum floor area for four or more stories above grade plane was determined by dividing the maximum total allowable building area by the number of stories in accordance with Section 506.2.3. The floor area of the stories is assumed to be equal. b. Frontage based on open space widths of 30 feet or more. c. Interpolation permitted. d. Section 903.2.6 permits Group I-1 Condition 1 occupancies to be sprinklered with an NFPA 13R system that does not qualify for area increases due to sprinklers. See Table 10 for area limits. e. Type VB construction does not permit three stories above grade plane.

American Wood Council International Code Council 2018 Code Conforming Wood Design 43

Table 11 cont. – Group I NFPA 13-Compliant Sprinklered Buildings – Maximum floor area per story

Group I-2 Sprinklered Buildings b, c Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 48,000 NP 48,000 38,000 NP 1 50 51,000 NP 51,000 40,370 NP 100 57,000 NP 57,000 45,120 NP 0-25 NP NP NP NP NP 2d, e 50 NP NP NP NP NP 100NPNPNPNPNP Group I-3 Sprinklered Buildings b, c Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 42,000 30,000 48,000 30,000 20,000 1 50 44,620 31,870 51,000 31,870 21,250 100 49,870 35,620 57,000 35,620 23,750 0-25 31,500 22,500 36,000 22,500 15,000 2 50 34,120 24,370 39,000 24,370 16,250 100 39,370 28,120 45,000 28,120 18,750 0-25 31,500 NP 36,000 22,500 NP 3 50 34,120 NP 39,000 24,370 NP 100 39,370 NP 45,000 28,120 NP Group I-4 Sprinklered Buildings a, b, c Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 94,000 52,000 102,000 74,000 36,000 1 50 99,870 55,250 108,370 78,620 38,250 100 111,620 61,750 121,120 87,870 42,750 0-25 70,500 39,000 76,500 55,500 27,000 2 50 76,370 42,250 82,870 60,120 29,250 100 88,120 48,750 95,620 69,370 33,750 0-25 70,500 39,000 76,500 NP NP 3 50 76,370 42,250 82,870 NP NP 100 88,120 48,750 95,620 NP NP 0-25 52,870 NP 57,370 NP NP 4 50 57,280 NP 62,150 NP NP 100 66,090 NP 71,710 NP NP NP = Not Permitted a. The maximum floor area for four stories above grade plane was determined by dividing the maximum total allowable building area determined in accordance with Section 506.2.3 by the number of stories. The floor area of the stories is assumed to be equal. b. Frontage based on open space widths of 30 feet or more. c. Interpolation permitted. d. Type VB construction does not permit three stories above grade plane. e. Note that Tables 504.3 and 504.4 do not allow an increase in building height or stories with automatic sprinklers in new or existing Group I-1 Condition 2 and Group I-2 buildings; a building area increase is allowed.

American Wood Council International Code Council 44 2018 Code Conforming Wood Design

Table 12 – Group M Nonsprinklered Buildings – Maximum floor area per story a, b, c, d

Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 18,500 12,500 20,500 14,000 9,000 1, 2e 50 23,120 15,620 25,620 17,500 11,250 100 32,370 21,870 35,870 24,500 15,750 0-25 18,500 NP 20,500 14,000 NP 3 50 23,120 NP 25,620 17,500 NP 100 32,370 NP 35,870 24,500 NP 0-25 13,870 NP 15,370 NP NP 4 50 17,340 NP 19,210 NP NP 100 24,280 NP 26,900 NP NP

NP = Not Permitted a. The maximum floor area for four stories above grade plane was determined by dividing the maximum total allowable building area determined in accordance with Section 506.2.3 by the number of stories. The floor area of the stories is assumed to be equal. b. Frontage based on open space widths of 30 feet or more. c. Interpolation permitted. d. Sprinklers must be provided for Group M occupancies when the fire area exceeds 12,000 square feet, or the combined area of all Group M occupancies exceeds 24,000 square feet, in accordance with Section 903.2.7, or by reason of other specific conditions in that section. In lieu of sprinklers, compartmentalization of the floor area into fire areas not more than 12,000 square feet per compartment and not more than 24,000 square feet total can be provided with fire-resistance-rated construction in accordance with Chapter 7. e. Type VB construction does not permit two stories above grade plane.

American Wood Council International Code Council 2018 Code Conforming Wood Design 45

Table 13 – Group M NFPA 13-Compliant Sprinklered Buildings – Maximum floor area per story a, b, c

Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 74,000 50,000 82,000 56,000 36,000 50 78,620 53,120 87,120 59,500 38,250 1 100 87,870 59,370 97,370 66,500 42,750 100 (60)d ULULULULUL 0-25 55,500 37,500 61,500 42,000 27,000 50 60,120 40,620 66,620 45,500 29,250 2 100 69,370 46,870 76,870 52,500 33,750 100 (60)d ULULULULUL 0-25 55,500 37,500 61,500 42,000 NP 3 50 60,120 40,620 66,620 45,500 NP 100 69,370 46,870 76,870 52,500 NP 0-25 41,620 NP 46,120 31,500 NP 4 50 45,090 NP 49,960 34,120 NP 100 52,030 NP 57,650 39,370 NP 0-25 33,300 NP 36,900 NP NP 5 50 36,070 NP 39,970 NP NP 100 41,620 NP 46,120 NP NP

American Wood Council International Code Council 46 2018 Code Conforming Wood Design

Group R Sprinklered Buildings Section 903.2.8 requires all Group R buildings to have automatic sprinkler systems; therefore, there are no maximum building heights and areas for nonsprinklered Group R buildings. When using NFPA 13D- or 13R-compliant sprinkler systems, there is no increase in area for having a sprinkler system, rather only an increase in area for frontage is allowed. NFPA 13D- and NFPA 13R-compliant maximum floor area tables are below. Use of NFPA 13D-compliant sprinkler systems is allowed for one- and two-family dwellings, townhouses, and certain congregate living facilities (Group R-3 and Group R-4 Condition 1) in accordance with Sections 903.2.8 and 903.3.1.3. NFPA 13D-compliant sprinkler systems are also allowed in single-family dwellings with care facilities for five or fewer individuals receiving care.

Table 14 – Group R-3 and R-4 Condition 1, NFPA 13D-Compliant Sprinklered Buildings – Maximum floor area per story

Group R-3 Sprinklered Buildings – NFPA 13D Compliant a, b, c, e Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 1, 2 & 3 0-100ULULULULUL 4 0-100 UL UL UL NP NP

Group R-4 Condition 1 Sprinklered Buildings – NFPA 13D Complianta, b, c, e Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 24,000 16,000 20,500 12,000 7,000 1, 2 & 3d 50 30,000 20,000 25,620 15,000 8,750 100 42,000 28,000 35,870 21,000 12,250 0-25 18,000 12,000 15,370 NP NP 4 50 22,500 15,000 19,210 NP NP 100 31,500 21,000 26,900 NP NP

NP = Not Permitted UL = Unlimited a. The maximum floor area for four or more stories above grade plane was determined by dividing the maximum total allowable building area determined in accordance with Section 506.2.3 by the number of stories. The floor area of the stories is assumed to be equal. b. Frontage based on open space widths of 30 feet or more. c. Interpolation permitted. d. Type VB construction does not permit three stories above grade plane. e. NFPA 13D-compliant sprinkler systems are allowed in Group R-3 and Group R-4 Condition 1 residences only in accordance with Section 903.3.1.3. Group R-4 Condition 2 buildings require NFPA 13R-compliant sprinkler systems.

American Wood Council International Code Council 2018 Code Conforming Wood Design 47

Table 15 – Group R, NFPA 13R-Compliant Sprinklered Buildings – Maximum floor area per story

Group R-1, R-2, R-4 Sprinklered Buildings – NFPA 13R Compliant a, b, c Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 24,000 16,000 20,500 12,000 7,000 1, 2 & 3d 50 30,000 20,000 25,620 15,000 8,750 100 42,000 28,000 35,870 21,000 12,250 0-25 24,000 16,000 20,500 12,000 NP 4e 50 30,000 20,000 25,620 15,000 NP 100 42,000 28,000 35,870 21,000 NP Group R-3 Sprinklered Buildings- NFPA 13R Compliant a, b, c Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 UL UL UL UL UL 1, 2 & 3 50 UL UL UL UL UL 100 UL UL UL UL UL 0-25 UL UL UL UL UL 4d 50 UL UL UL UL UL 100 UL UL UL UL UL

NP = Not Permitted UL = Unlimited a. NFPA 13R-compliant sprinklered buildings do not receive an increase of area for sprinkler. There is an increase in building area for open frontage, if applicable. b. Frontage based on open space widths of 30 feet or more. c. Interpolation permitted. d. The maximum building height is 60 feet and four stories in accordance with Sections 504 and 903.3.1.2. e. The maximum floor area for four stories above grade plane was determined in accordance with Section

506.2.3, taking Sa = 4 as permitted for buildings equipped with an NFPA 13R sprinkler system. The floor area of the four stories is assumed to be equal.

American Wood Council International Code Council 48 2018 Code Conforming Wood Design

Table 16 – Group R, NFPA 13-Compliant Sprinklered Buildings – Maximum floor area per story

Group R-1, R-2, R-4 Sprinklered Buildings a, b, c, d Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 96,000 64,000 82,000 48,000 28,000 1 50 102,000 68,000 87,120 51,000 29,750 100 114,000 76,000 97,370 57,000 33,250 0-25 72,000 48,000 61,500 36,000 21,000 2, 3 50 78,000 52,000 66,620 39,000 22,750 100 90,000 60,000 76,870 45,000 26,250 0-25 54,000 36,000 46,120 27,000 NP 4 50 58,500 39,000 49,960 29,250 NP 100 67,500 45,000 57,650 33,750 NP 0-25 43,200 28,800 36,900 NP NP 5 50 46,800 31,200 39,970 NP NP 100 54,000 36,000 46,120 NP NP Group R-3 Sprinklered Buildings a, b, c, d Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 UL UL UL UL UL 1, 2, 3 & 4 50 UL UL UL UL UL 100 UL UL UL UL UL 0-25 UL UL UL NP NP 5 50 UL UL UL NP NP 100 UL UL UL NP NP

NP = Not Permitted UL = Unlimited a. The maximum floor area for four or more stories above grade plane shown was determined by dividing the maximum total allowable building area determined in accordance with Section 506.2.3 by the number of stories. The floor area of the stories is assumed to be equal. b. Frontage is based on open space widths of 30 feet or more. c. Interpolation permitted. d. Group R occupancies must have a NFPA 13 sprinkler system unless specifically allowed an NFPA 13R or 13D sprinkler system in accordance with Section 903.3.1. If NFPA 13R is used, the building must meet height limits of four stories and 60 feet in accordance with Tables 504.3 and 504.4 and there is no increase in area per floor for sprinklers. Using NFPA 13D, there is no increase in building height or area due to use of the automatic sprinkler system in accordance with Tables 504.3 and 504.4, use the rows for nonsprinklered buildings to determine maximum building area. See Tables 14 and 15 for area increases due to frontage.

American Wood Council International Code Council 2018 Code Conforming Wood Design 49

Table 17 – Group S Nonsprinklered Buildings – Maximum floor area per story

Group S-1 Nonsprinklered Buildings a, b, c, d, e, f Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 26,000 17,500 25,500 14,000 9,000 1, 2g 50 32,500 21,870 31,870 17,500 11,250 100 45,500 30,620 44,620 24,500 15,750 0-25 26,000 NP 25,500 14,000 NP 3 50 32,500 NP 31,870 17,500 NP 100 45,500 NP 44,620 24,500 NP 0-25 NP NP 19,120 NP NP 4 50 NP NP 23,900 NP NP 100 NP NP 33,460 NP NP

NP = Not Permitted a. The maximum floor area for four or more stories above grade plane was determined by dividing the maximum total allowable building area determined in accordance with Section 506.2.3 by the number of stories. The floor area of the stories is assumed to be equal. b. Frontage based on open space widths of 30 feet or more. c. Interpolation permitted. d. Group S-1 occupancies with storage of commercial motor vehicles must have sprinklers when the fire area exceeds 5,000 square feet in accordance with Section 903.2.10.1. Group S-1 occupancies used to store mattresses or upholstered furniture must be sprinklered when the fire area exceeds 2,500 square feet in accordance with Section 903.2.9. Sprinklers must be provided for Group S-1 occupancies when the fire area exceeds 12,000 square feet per compartment, or the combined area of all Group S-1 occupancies exceeds 24,000 square feet total, in accordance with Section 903.2.9, or by reason of other specific conditions in that section. In lieu of sprinklers, compartmentalization of the floor area can be provided with fire-resistance- rated construction in accordance with Chapter 7. e. Repair garages in Group S-1 occupancies with more than one story, including basements, must have sprinklers when a fire area exceeds 10,000 square feet in accordance with Section 903.2.9.1. f. Group S-1 occupancies storing tires must be sprinklered when the fire area exceeds 20,000 cubic feet in accordance with Section 903.2.9.2. g. Type VB construction does not permit two stories above grade plane.

American Wood Council International Code Council 50 2018 Code Conforming Wood Design

Table 17 cont. – Group S Nonsprinklered Buildings – Maximum floor area per story

Group S-2 Nonsprinklered Buildingsa, b, c, d Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 39,000 26,000 38,500 21,000 13,500 50 48,750 32,500 48,120 26,250 16,870 1 100 68,250 45,500 67,370 36,750 23,620 100 (60)f ULULULULUL 0-25 39,000 26,000 38,500 21,000 13,500 2 & 3e 50 48,750 32,500 48,120 26,250 16,870 100 68,250 45,500 67,370 36,750 23,620 0-25 29,250 NP 28,870 15,750 NP 4 50 36,560 NP 36,090 19,680 NP 100 51,180 NP 50,530 27,560 NP 0-25 NP NP 23,100 NP NP 5 50 NP NP 28,870 NP NP 100 NP NP 40,420 NP NP

NP = Not Permitted UL = Unlimited a. The maximum floor area for four or more stories above grade plane was determined by dividing the maximum total allowable building area determined in accordance with Section 506.2.3 by the number of stories. The floor area of the stories is assumed to be equal. b. Frontage based on open space widths of 30 feet or more. c. Interpolation permitted. d. Group S-2 occupancies with enclosed parking garages must have sprinklers when the fire area exceeds 12,000 square feet per compartment, in accordance with Section 903.2.10, or by reason of other specific conditions in that section. Buildings with parking garages for commercial motor vehicles must be sprinklered when the fire area exceeds 5,000 square feet. e. Type VB construction does not permit three stories above grade plane. f. Single-story Group S-2 occupancies may be unlimited in area if the frontage width is at least 60 feet in accordance with Section 507.3.

American Wood Council International Code Council 2018 Code Conforming Wood Design 51

Table 18 – Group S NFPA 13-Compliant Sprinklered Buildings – Maximum floor area per story

Group S-1 Sprinklered Buildingsa, b, c Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 104,000 70,000 102,000 56,000 36,000 50 110,500 74,370 108,370 59,500 38,250 1 100 123,500 83,120 121,120 66,500 42,750 100(60)d ULULULULUL 0-25 78,000 52,500 76,500 42,000 27,000 50 84,500 56,870 82,870 45,500 29,250 2 100 97,500 65,620 95,620 52,500 33,750 100(60)d ULULULULUL 0-25 78,000 52,500 76,500 42,000 NP 3 50 84,500 56,870 82,870 45,500 NP 100 97,500 65,620 95,620 52,500 NP 0-25 58,500 NP 57,370 31,500 NP 4 50 63,370 NP 62,150 34,120 NP 100 73,120 NP 71,710 39,370 NP 0-25 NP NP 45,900 NP NP 5 50 NP NP 49,720 NP NP 100 NP NP 57,370 NP NP

American Wood Council International Code Council 52 2018 Code Conforming Wood Design

Table 18 cont. – Group S NFPA 13-Compliant Sprinklered Buildings – Maximum floor area per story

Group S-2 Sprinklered Buildings a, b, c Maximum floor area per story (sq. ft.) # of stories % frontage IIIA IIIB IV VA VB 0-25 156,000 104,000 154,000 84,000 54,000 50 165,750 110,500 163,620 89,250 57,370 1 100 185,250 123,500 182,870 99,750 64,120 100(60’)d ULULULULUL 0-25 117,000 78,000 115,500 63,000 40,500 50 126,750 84,500 125,120 68,250 43,870 2 100 146,250 97,500 144,370 78,750 50,620 100(60’)d ULULULULUL 0-25 117,000 78,000 115,500 63,000 40,500 3 50 126,750 84,500 125,120 68,250 43,870 100 146,250 97,500 144,370 78,750 50,620 0-25 87,750 58,500 86,620 47,250 NP 4 50 95,060 63,370 93,840 51,180 NP 100 109,680 73,120 108,280 59,060 NP 0-25 70,200 NP 69,300 37,800 NP 5 50 76,050 NP 75,070 40,950 NP 100 87,750 NP 86,620 47,250 NP 0-25 NP NP 57,750 NP NP 6 50 NP NP 62,560 NP NP 100 NP NP 72,180 NP NP

American Wood Council International Code Council 2018 Code Conforming Wood Design 53

Cover Photo Credit: Courtesy of American Wood Council

American Wood Council [email protected] www.awc.org

International Code Council [email protected] www.iccsafe.org

American Wood Council International Code Council